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REVIEWED RESUB 1-BLD2022-1542+Structural_Calculations+8.5.2024_12.00.59_PM+4421227
rPZ= MM BUILDING SYSTEMS 1050 North Watery Lane Phone: (435) 919-3100 Brigham City, UT 84302 Name: Title: Affiliation: Date: STRUCTURAL DESIGN CALCULATIONS FOR H&H Steel Erectors 2824 103rd Ave SE Lake Stevens, WA 98258-5151 PROJECT Glacier Environmental Services 7509 212th St SW Edmonds, WA 98026 Project No. U24R0307A Design Engineer = Meagan Walker Stamping Engineer = Kevin Miketta PROJECT DATA Structural Design Calculations - Pages 1 Digitally signed by Kevin Miketta Reason:lhave Kevin Miketta reviewed this document Date: 2024.05.17 09 51 31 05'00' Kevin Miketta Professional Engineer Nucor Building Systems - Utah 5/1/2024 ---------------------------------------------------------------------------------- to Version: 1.2.38.0 Professional Seal The Professional Engineer whose seal appears on these Structural Design Calculations is employed by the metal building manufacturer, a Member of MBMA, and does not serve as or represent the Engineer of Record for this project and shall not be construed as such. ACCREDITED Metal Building Systems M B M R Excellence from the ground up AC472 MFIAL BUILDING "NUFAMIMENS ASSGCIAIIGN^ rPZCMI7 BUILDING SYSTEMS 1050 North Watery Lane Phone: (435) 919-3100 Brigham City, UT 84302 H&H Steel Erectors 2824 103rd Ave SE Lake Stevens, WA 98258-5151 Attn.: John Terrell Project Location: Edmonds, WA 98026 Project Number: U24RO307A Project Name: Glacier Environmental Services Buildings: A->40'-0"x100'-0"x2l'-8"(RCS, 1:12) Version: 1.2.38.0 Wednesday, May 1, 2024 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - This Letter of Design Certification ensures that the materials furnished by the metal building supplier are designed in accordance with the information specified to the metal building supplier on the order documents and summarized by the loading information listed below. The Project Engineer of Record (not the metal building supplier) is responsible for verifying that the building code and design loads meet any and all applicable local requirements. The Professional Engineer whose seal appears on this Letter of Certification is employed by the metal building manufacturer, a Member of MBMA, and does not serve as or represent the Engineer of Record for this project and shall not be construed -as-such -. DESIGN LOAD CRITERIA: Structural Loads Applied in General Accordance with: IBC 2021 - - - - - - - - - - - - - Risk- Category: II - Standard Buildings - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PROJECT -WIDE LOADING INFORMATION: Ground Snow Load: 25.00 psf Snow Exposure Factor,Ce: 1.00 Snow Imp. Factor,Is: 1.00 Roof -Live -Load: 20.00 psf Non -reducible Live Load Rainfall Intensity: 4 in/hr - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---- Design Wind Speed: 110 mph Nominal Design Wind Speed: 85 mph ***C&C Wind:26psf / -34psf Is Roof to meet UL 90 Requirements?: No Wind Exposure: C ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Seismic Criteria: Ss:1.450 S1:0.530 *No ground snow included in seismic calculation Design Sds / Shc: 1.160 / 0.938 Analysis Procedure: Equivalent Lateral Force Procedure Seis. Imp. Factor,le: 1.00 Long. SFRS: Ord. Concentrically Braced Frame Seis. Design Category: D Site Class: D Lat. SFRS: Ord. Moment Frame ------------------- -- -- -- -- -- -- -------------- ------------ -- -- ---------------------------------------------------------------------------------------------------------------------- BUILDING -SPECIFIC LOADING INFORMATION: Roof Dead Collateral Dead Snow Coefficientj Snow Load (psf) j Wind Seismic Bldg i (Psf)*Pri (psf) : Sec (psf) Ct Cs Ps (psf) : **Pm (psf): Enclosure: GCpi R Cs V (kips) rr --------------- --------------;-- --------- A ; 4.00 5.00 5.00 : 1.10 1 00 19 25 25 00 : s Enclosed f0 18 3 25 0.357 28.33- Primary Structural Not Included **Pm is based on the minimum roofsnow load calculated per building code or the contract -specified roofsnow load, whichever is greater. This value, Pm, is only applied in combination with Dead and Collateral Loads. Roof Snow in other loading conditions is determined per the specified Building Code. ***Design wind pressures to be used for wall exterior component and cladding materials not provided by Metal Building Supplier Mezzanine Information: Floor ead oad: N/A ---------------D------L------------------------------------ Crane Information: No cranes on building. Roof -Top Unit Information: No roof -top units on building. Floor Collateral Load: N/A Floor Live Load: N/A The design of structural members supporting roof gravity loads is controlled by the more critical effect of roof live load or roof snow applied in accordance with the governing building code. DESIGN STANDARDS REFERENCED: • AISC Specification for Structural Steel Buildings - Steel Construction Manual, 15th Edition, ©2017. • AISI North -American Spec. for the Design of Cold -Formed Steel Structures, ©2016 Edition. • IBC codes are designed in accordance with ASCE7-16 Edition. • MBMA Metal Building Systems Manual, Latest Edition. •AWS Latest Edition of Structural Welding Code. *No buyout structural components provided on this project. MONK Professional Seal ACCREDITED Metal Building Systems Page 1 Of 330 Job No U24RO307A Customer H&H Steel Erectors Description Glacier Environmental Date 5/7/2024 Designed By MGW STRUCTURAL DESIGN CALCULATIONS FOR H&H Steel Erectors 2824 103rd Ave SE Lake Stevens, WA 98258-5151 PROJECT Job: U24RO307A Glacier Environmental Services 7509 212th St SW Edmonds, WA 98026 BUILDING DATA BUILDING SIZE: Width (ft) = 40 Length (ft) = 100 Back Eave Height (ft) = 25 Front Eave Height (ft) = 21.67 Roof Slope (rise/100) =-1.0:12 BUILDING LOADS: Roof Dead Load (psf) = 4.00 Roof Live Load (psf) = 20.00 Rigid Frame Live Load (psf) = 20.00 Collateral Load (psf) = 5.00 Roof Snow Load (psf) = 19.25 BUILDING CODE: Wind Code = IBC 21 Wind Speed(mph) = 110 Closed/Open = Enclosed Exposure = C Importance - Wind = 1.00 Importance - Seismic = 1.00 Seismic Design Category = D Seismic Coeff (Fa*Ss) = 1.740 This building was designed by: MGW, DATE: 5/ 7/24 The Professional Engineer whose seal appears on these Structural Design Calculations is employed by Nucor Building Systems and does not serve as or represent the Engineer of Record for this project and shall not be construed as such. Page 2 Of 330 Job No U24RO307A Customer H&H Steel Erectors Description Glacier Environmental Table Of Contents Date 5/7/2024 Designed By MGW DES CALC.OUT 1 - 1 Design Calculations 3 - 22 Front Side Wall Calculations 23 - 69 Back Side Wall Calculations 70 - 132 Left End Wall Calculations 133 - 189 Right End Wall Calculations 190 - 239 Roof Bracing Calculations 240 - 309 Rigid Frame Calculations 310 - 330 Page 3 Of 330 Nucor Building Systems P.O. Box 907 1050 North Watery Lane Brigham City, UT 84302 STRUCTURAL DESIGN CALCULATIONS FOR H&H Steel Erectors 2824 103rd Ave SE Lake Stevens, WA 98258-5151 Glacier Environmental Services 7509 212th St SW Edmonds, WA 98026 U24RO307A BUILDING LAYOUT Width (ft)= 40.0 Length (ft)= 100.0 Eave Height (ft)= 25.0/ 21.7 Roof Slope (rise/12 )= 1.00 BUILDING LOADS Roof Dead Load (psf )= 4.0 Wall Dead Load Left Endwall (psf )= 4.5 Right Endwall (psf )= 4.5 Front Sidewall(psf )= 4.5 Back Sidewall(psf )= 7.0 Live Load (psf )= 20.0 Collateral Load (psf )= 5.0 Snow Load (psf )= 19.3 Minimum Snow (psf )= 25.0 Wind Speed (mph )= 110.0 Wind Code = IBC 21 Exposure = C Closure = Enclosed Internal Wind Coeff = -0.18, +0.18 Risk Category = II - Normal Importance - Wind = 1.00 Importance - Seismic = 1.00 Seismic Design Category= D Seismic Coeff (Sms) = 1.74 ------------------------------- Designer : MGW Detailer : MBS Page 4 Of 330 5/ 7/24 U24RO307A Design Loads For Building Components: 5/ 7/24 10:49am FRONT SIDEWALL: --------------- BASIC LOADS: Group Basic Wind -Load -Ratio Id Wind Deflect Factor - 23.7 0.60 0.60 EDGE ZONE: Wind -Ratio Group--Left_Zone----Right-Zone- Girt/ Id Width Base Width Base Jamb Panel 4.00 0.00 4.00 0.00 1.07 1.23 WIND PRESSURE/SUCTION: Group Wind Wind Wind Id Press Suct Long - 20.7 -22.9 Girt/Header - 25.6 -27.8 Panel - 20.7 -22.9 Jamb - 0.0 0.0 Parapet BACK SIDEWALL: --------------- BASIC LOADS: Group Basic Wind -Load -Ratio Id Wind Deflect Factor - 23.7 0.60 0.60 EDGE ZONE: Wind -Ratio Group--Left_Zone----Right-Zone- Girt/ Id Width Base Width Base Jamb Panel 4.00 0.00 4.00 0.00 1.07 1.23 WIND PRESSURE/SUCTION: Group Wind Wind Wind Id Press Suct Long - 20.7 -22.9 Girt/Header - 25.6 -27.8 Panel - 20.7 -22.9 Jamb - 0.0 0.0 Parapet LEFT ENDWALL: -------------- BASIC LOADS: Page 5 Of 330 Group Dead Coll Live Snow Rain Basic Wind -Load -Ratio Id Load Load Load Load Load Wind Deflect Factor - 4.0 5.0 20.0 19.3 0.0 23.7 0.60 0.60 12191 lMV4910:6 -----Wind_Ratio---- Group--Left_Zone----Right-Zone- Jamb/ Id Width Base Width Base Girt Panel Column 4.00 0.00 4.00 0.00 1.07 1.23 1.07 BASIC LOADS AT EAVE: Group Seis Seis Seis ---Torsion--- Id Dead Girt Load Wind Seismic - 4.50 0.46 5.17 0.00 0.00 WIND PRESSURE/SUCTION: Group Wind Wind Id Press Suct - 20.7 -22.9 Column - 20.7 -22.9 Girt/Header - 20.7 -22.9 Jamb - 25.6 -27.8 Panel - 54.7 -35.0 Parapet - 35.6 -23.7 Transverse bracing, Facia/Parapet WIND COEFFICIENTS: Group Surf---Wind_1-----Wind_2---Long_Wind- Surface Id Id Left Right Left Right 1 2 Friction 1 0.35 -0.63 0.71 -0.21 -0.65 -0.65 0.00 2 -0.65 -1.11 -0.29 -0.75 -0.65 -1.11 0.00 3 -0.56 0.40 -0.20 0.76 -0.65 -0.65 0.00 COLUMN, RAFTER & BRACING LOAD COMBINATIONS: Load Group ---Live-----Add-Snow- Wind-1 Wind-2 Long -Wind Column -Wind Long Tran Aux _Load No. Id Id Dead Coll Roof Floor Snow Drift Slide Rain Left Right LeftRight 1 2 Press Suct Seis Seis Id Coef 96 1 - 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 2 - 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 3 - 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 4 - 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 5 - 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 6 - 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 7 - 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 8 - 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 9 - 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 10 - 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 11 - 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 12 - 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 Page 6 Of 330 0.00 0.00 0.60 0.00 0.00 0 0.00 13 - 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 14 - 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 15 - 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0.00 0 0.00 16 - 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.60 0.00 0.00 0.00 0 0.00 17 - 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0 0.00 18 - 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0 0.00 19 - 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 20 - 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 21 - 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 22 - 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 23 - 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 24 - 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 25 - 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 26 - 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 27 - 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0.00 0 0.00 28 - 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.45 0.00 0.00 0.00 0 0.00 29 - 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0 0.00 30 - 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0 0.00 31 - 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 32 - 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 33 - 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 34 - 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 35 - 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 36 - 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 37 - 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 38 - 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 39 - 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0.00 0 0.00 40 - 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.45 0.00 0.00 0.00 0 0.00 41 - 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0 0.00 42 - 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Page 7 Of 330 0.45 0.00 0.45 0.00 0.00 0 0.00 43 - 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 44 - 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 45 - 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 46 - 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 47 - 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 48 - 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 49 - 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 50 - 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 51 - 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0.00 0 0.00 52 - 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.60 0.00 0.00 0.00 0 0.00 53 - 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0 0.00 54 - 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0 0.00 55 - 1.16 1.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 56 - 1.16 1.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0.00 57 - 1.12 1.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0 0.00 58 - 1.12 1.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.52 0 0.00 59 - 0.44 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 60 - 0.44 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0.00 61 - 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 62 - 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 63 - 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 64 - 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 65 - 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0 0.00 66 - 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0 0.00 67 - 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 68 - 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 69 - 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 70 - 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 71 - 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 72 - 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Page 8 Of 330 0.45 0.00 0.00 0.00 0.00 0 0.00 73 - 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 74 - 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 75 - 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 76 - 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 77 - 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 78 - 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 79 - 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 80 - 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 81 - 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 82 - 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 83 - 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0 0.00 84 - 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0 0.00 85 - 1.00 1.00 0.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 1.00 86 - 1.00 1.00 0.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3 1.00 87 - 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 88 - 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 89 - 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 90 - 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 91 - 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0.00 0 0.00 92 - 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.60 0.00 0.00 0.00 0 0.00 93 - 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0 0.00 94 - 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0 0.00 95 - 1.12 1.12 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0 0.00 96 - 1.12 1.12 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.52 0 0.00 AUXILIARY LOADS: Aux Aux No. Add -Load No. Id Name Load Id Coeff 3 1 MIN_SNOW 2 1 1.00 11 1.30 2 E1PAT_SL_1 1 2 0.50 3 ElPAT_SL_2 1 3 0.50 ADDITIONAL LOADS: Add Group Loc Basic Load Fx Fy Mom X Y Conc No. Id Id Id Load Type W1 W2 Co D11 D12 11 1 - 2 U SNOW D -0.26 -0.26 -0.08 0.00 40.14 2 - 2 U SNOW D -0.20 -0.20 -0.08 0.00 20.07 3 - 2 U SNOW D -0.20 -0.20 -0.08 20.07 40.14 4 - 2 DEAD C 0.00 -0.50 1.05 0.00 0.00 5 - 2 LIVE C 0.00 -0.80 1.70 0.00 0.00 6 - 2 SNOW C 0.00 -1.08 2.07 0.00 0.00 7 - 2 WINDLI C 0.10 2.16 -4.06 0.00 0.00 8 - 2 WINDL2 C 0.10 2.16 -4.06 0.00 0.00 9 - 2 WINDRI C 0.03 0.34 -0.51 0.00 0.00 10 - 2 WINDR2 C 0.03 0.34 -0.51 0.00 0.00 11 - 2 U SNOW C 0.00 -1.08 2.07 0.00 0.00 RIGHT ENDWALL: -------------- BASIC LOADS: Group Dead Coll Live Snow Rain Basic Wind -Load -Ratio Id Load Load Load Load Load Wind Deflect Factor - 4.0 5.0 20.0 19.3 0.0 23.7 0.60 0.60 EDGE ZONE: Group--Left_Zone-- Id Width Base 4.00 0.00 BASIC LOADS AT EAVE: Group Seis Seis Id Dead Girt - 4.50 0.46 WIND PRESSURE/SUCTION: ----- Wind_Ratio---- --Right-Zone- Jamb/ Width Base Girt Panel Column 4.00 0.00 1.07 1.23 1.07 Seis ---Torsion--- Load Wind Seismic 5.17 0.00 0.00 Page 9 Of 330 .. Dist Group Wind Wind Id Press Suct - 20.7 -22.9 Column - 20.7 -22.9 Girt/Header - 20.7 -22.9 Jamb - 25.6 -27.8 Panel - 54.7 -35.0 Parapet - 35.6 -23.7 Transverse bracing, Facia/Parapet WIND COEFFICIENTS: Group Surf---Wind_1-----Wind_2---Long_Wind- Surface Id Id Left Right Left Right 1 2 Friction 1 0.40 -0.56 0.76 -0.20 -0.65 -0.65 0.00 2 -1.11 -0.65 -0.75 -0.29 -0.65 -1.11 0.00 3 -0.63 0.35 -0.21 0.71 -0.65 -0.65 0.00 COLUMN, RAFTER & BRACING LOAD COMBINATIONS: Load Group ---Live-----Add-Snow- Wind-1 Wind-2 Long -Wind Column -Wind Long Tran Aux -Load No. Id Id Dead Coll Roof Floor Snow Drift Slide Rain Left Right LeftRight 1 2 Press Suct Seis Seis Id Coef 96 1 - 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 2 - 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 3 - 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 Page 10 Of 330 4 - 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 5 - 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 6 - 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 7 - 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 8 - 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 9 - 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 10 - 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 11 - 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 12 - 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 13 - 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 14 - 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 15 - 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0.00 0 0.00 16 - 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.60 0.00 0.00 0.00 0 0.00 17 - 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0 0.00 18 - 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0 0.00 19 - 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 20 - 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 21 - 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 22 - 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 23 - 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 24 - 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 25 - 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 26 - 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 27 - 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0.00 0 0.00 28 - 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.45 0.00 0.00 0.00 0 0.00 29 - 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0 0.00 30 - 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0 0.00 31 - 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 32 - 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 33 - 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 Page 11 Of 330 34 - 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 35 - 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 36 - 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 37 - 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 38 - 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 39 - 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0.00 0 0.00 40 - 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.45 0.00 0.00 0.00 0 0.00 41 - 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0 0.00 42 - 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0 0.00 43 - 0.60 0.00 0.00 0.00 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0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0 0.00 54 - 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0 0.00 55 - 1.16 1.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 56 - 1.16 1.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0.00 57 - 1.12 1.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0 0.00 58 - 1.12 1.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.52 0 0.00 59 - 0.44 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 60 - 0.44 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0.00 61 - 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 62 - 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 63 - 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 Page 12 Of 330 64 - 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 65 - 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0 0.00 66 - 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0 0.00 67 - 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 68 - 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 69 - 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 70 - 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 71 - 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 72 - 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 73 - 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 74 - 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 75 - 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 76 - 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 77 - 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 78 - 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 79 - 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 80 - 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 81 - 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 82 - 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 83 - 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0 0.00 84 - 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0 0.00 85 - 1.00 1.00 0.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 1.00 86 - 1.00 1.00 0.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3 1.00 87 - 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 88 - 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 89 - 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 90 - 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 91 - 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0.00 0 0.00 92 - 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.60 0.00 0.00 0.00 0 0.00 93 - 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0 0.00 Page 13 Of 330 94 - 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0 0.00 95 - 1.12 1.12 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0 0.00 96 - 1.12 1.12 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.52 0 0.00 AUXILIARY LOADS: Aux Aux No. Add -Load No. Id Name Load Id Coeff 3 1 MIN_SNOW 2 1 1.00 11 1.30 2 E2PAT_SL_1 1 2 0.50 3 E2PAT_SL_2 1 3 0.50 ADDITIONAL LOADS: Add Group Loc Basic Load Fx Fy Mom X Y Conc No. Id Id Id Load Type W1 W2 Co Dll D12 Dist 11 1 - 2 U SNOW D -0.26 -0.26 0.08 0.00 40.14 2 - 2 U SNOW D -0.20 -0.20 0.08 0.00 20.07 3 - 2 U SNOW D -0.20 -0.20 0.08 20.07 40.14 4 - 2 DEAD C 0.00 -0.50 -1.05 40.00 3.33 5 - 2 LIVE C 0.00 -0.80 -1.70 40.00 3.33 6 - 2 SNOW C 0.00 -1.08 -2.07 40.00 3.33 7 - 2 WINDLI C -0.03 0.34 0.51 40.00 3.33 8 - 2 WINDL2 C -0.03 0.34 0.51 40.00 3.33 9 - 2 WINDRI C -0.10 2.16 4.06 40.00 3.33 10 - 2 WINDR2 C -0.10 2.16 4.06 40.00 3.33 11 - 2 U SNOW C 0.00 -1.08 -2.07 40.00 3.33 ROOFDES: BASIC LOADS: Group Dead Coll Live Snow Rain Basic Wind -Load -Ratio Surface Seis o Id Load Load Load Load Load Wind Deflect Factor Friction Factor Snow - 4.0 5.0 20.0 19.3 0.0 23.7 0.60 0.00 0.00 1.120 0.00 WIND PRESSURE/SUCTION: Group Wind Wind Id Press Suct - 16.0 -30.4 - 16.0 -30.4 - 13.8 -2.6 - 18.8 -5.9 - 35.6 -23.7 Wind Suct-Roof Purlins Panels -21.1 Long Bracing, Building Long Bracing, Wall Edge Zone 19.0 Long Bracing, Facia/Parapet EDGE & CORNER ZONE WIND: Group Wind Surf No. Zone Id Id Id Zone Id 1 2 9 1 3 4 5 6 7 8 9 10 --Purlin--- ---Panel--- Width Length Press Suct Press Suct 0.00 0.00 1.00 1.00 1.00 1.00 0.00 8.00 1.00 1.31 1.00 1.39 4.99 0.00 1.00 1.31 1.00 1.39 0.00 8.00 1.00 1.31 1.00 1.39 4.00 0.00 1.00 1.08 1.00 1.16 4.99 16.00 1.00 1.39 1.00 2.17 4.99 16.00 1.00 1.39 1.00 2.17 8.00 8.00 1.00 1.08 1.00 1.55 8.00 8.00 1.00 1.08 1.00 1.55 Page 14 Of 330 EDGE & CORNER ZONE WIND: LONGITUDINAL Group Wind Surf No. Zone Purlin Id Id Id Zone Id Width Length Suct 1 2 1 1 0.00 0.00 1.00 2 2 1 1 0.00 0.00 1.00 EXTENSION EDGE ZONE WIND: Ext Zone --- Purlin-- ---Panel--- Id Id Length Press Suct Press Suct 1 1 68.00 1.00 1.00 1.00 1.00 1 2 16.00 1.00 1.15 1.00 1.39 1 3 16.00 1.00 1.15 1.00 1.39 PURLIN LOAD COMBINATIONS: Surf --Load- Group--Add-Snow- Wind Wind Aux Load Id No. Id Id Dead Coll Live Snow Drift Slide Rain Press Suct Id Coef 2 22 1 - 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 2 - 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 3 - 1.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0 0.00 4 - 1.00 1.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 1 1.00 5 - 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 6 - 1.00 1.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0 0.00 7 - 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0 0.00 8 - 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0 0.00 9 - 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0 0.00 10 - 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0 0.00 11 - 1.00 1.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0 0.00 12 - 1.00 1.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0 0.00 13 - 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0 0.00 14 - 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0 0.00 15 - 1.00 1.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 4 1.00 16 - 1.00 1.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 5 1.00 17 - 1.00 1.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 6 1.00 18 - 1.00 1.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 7 1.00 19 - 1.00 1.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 2 1.00 20 - 1.00 1.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 3 1.00 21 - 1.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 2 -1.00 22 - 1.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 3 -1.00 BRACING LOAD COMBINATIONS: --Load- Group--Add-Snow- Wind Wind Seis Aux_Load No. Id Id Dead Coll Live Snow Drift Slide Rain Press Suct Load Id Coef 11 1 - 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0 0.00 2 - 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 3 - 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0 0.00 4 - 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 5 - 1.00 1.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0 0.00 6 - 1.00 1.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 7 - 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0 0.00 8 - 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 9 - 1.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 10 - 1.12 1.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0 0.00 11 - 0.44 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 AUXILIARY LOADS: Aux Aux No. Add -Load No. Id Name Load Id Coef 7 1 MIN_SNOW 1 1 1.00 2 PAT_SL_l 1 2 0.50 3 PAT_SL_2 1 6 0.50 Page 15 Of 330 4 PAT_SL_3 2 2 0.50 3 0.50 5 PAT_SL_4 2 3 0.50 4 0.50 6 PAT_SL_5 2 4 0.50 5 0.50 7 PAT_SL_6 2 5 0.50 6 0.50 ADDITIONAL LOADS: Add Group Surf Basic Load Fy Dx No. Id Id Id Load Type W1 W2 Dxl Dx2 6 1 - 2 U SNOW D -25.0 -25.0 0.0 40.1 2 - 0 U SNOW D -19.3 -19.3 0.0 20.0 3 - 0 U SNOW D -19.3 -19.3 20.0 40.0 4 - 0 U SNOW D -19.3 -19.3 40.0 60.0 5 - 0 U SNOW D -19.3 -19.3 60.0 80.0 6 - 0 U SNOW D -19.3 -19.3 80.0 100.0 RIGID FRAME - 1: --------------- BASIC LOADS: Group Basic Defl Temperature Id Dead Coll Live Snow Rain Wind Ratio Change - 4.0 5.0 20.0 19.3 0.0 23.7 0.60 0 BASIC LOADS AT EAVE: Group Seismic --Torsion----EW_Brace- Id Load Wind Seis Wind Seis 2.99 0.00 5.20 3.25 4.00 Conc Dist WIND COEFFICIENTS: Group Surf---Wind_1-----Wind_2-----Wind_3-----Wind_4-- Long_Wind Surface Id Id Left Right Left Right Left Right Left Right 1 2 Friction - 1 0.22 -0.53 0.58 -0.13 0.00 0.00 0.00 0.00 -0.63 -0.63 0.00 - 2 -0.55 -0.87 -0.19 -0.51 0.00 0.00 0.00 0.00 -0.55 -0.87 0.00 - 3 -0.47 0.25 -0.11 0.66 0.00 0.00 0.00 0.00 -0.63 -0.63 0.00 LOAD COMBINATIONS: ------------------------------------------------------------Load-Coefficients ----------- ------------------------------------------ Group ---Live----Add-Snow- --Wind_1----Wind_2-- --Wind_3----Wind_4-- Long_Wind --Seismic- Aux _Load No. Id Id Dead Coll Roof Floor Snow Drift Slide Rain Lt Rt Lt Rt Lt Rt Lt Rt 1 2 Long Tran Temp Id Coeff 56 1 - 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 2 - 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 3 - 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 4 - 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 5 - 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Page 16 Of 330 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 6 - 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 7 - 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 8 - 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 9 - 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 10 - 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 11 - 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 12 - 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 13 - 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 14 - 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 15 - 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 16 - 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 17 - 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0 0.00 18 - 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00 0.00 0.00 0 0.00 19 - 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 20 - 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00 0.00 0 0.00 21 - 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 22 - 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 23 - 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 24 - 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 25 - 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 26 - 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0.00 0 0.00 27 - 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 28 - 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0 0.00 29 - 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 30 - 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 31 - 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 32 - 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 33 - 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 34 - 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0.00 0 0.00 35 - 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Page 17 Of 330 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 36 - 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0 0.00 37 - 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 38 - 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 39 - 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 40 - 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 41 - 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0 0.00 42 - 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00 0.00 0.00 0 0.00 43 - 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 44 - 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00 0.00 0 0.00 45 - 1.16 1.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0 0.00 46 - 1.16 1.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0 0.00 47 - 1.16 1.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0.00 0 0.00 48 - 1.16 1.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0.00 0 0.00 49 - 1.12 1.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0.00 0 0.00 50 - 1.12 1.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.52 0.00 0 0.00 51 - 1.12 1.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0.00 0.00 0 0.00 52 - 1.12 1.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.52 0.00 0.00 0 0.00 53 - 0.44 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0 0.00 54 - 0.44 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0 0.00 55 - 0.44 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0.00 0 0.00 56 - 0.44 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0.00 0 0.00 AUXILIARY LOADS: No. Aux Aux No. Add -Load Aux Id Name Load Id Coeff 1 1 MIN_SNOW 2 1 1.00 9 1.30 ADDITIONAL LOADS: No. Add Group Surf Basic Load Fx Fy Mom Dx Dy Conc Add Id Id Id Type Type W1 W2 Cc D11 D12 Dist 9 1 - 2 U SNOW D -0.50 -0.50 -0.08 0.00 40.14 2 - 1 DEAD C 0.00 -0.90 1.80 0.00 25.00 3 - 1 LIVE C 0.00 -1.60 3.20 0.00 25.00 4 - 1 SNOW C 0.00 -2.06 4.03 0.00 25.00 5 - 1 WINDLI C 0.17 3.98 -7.99 0.00 25.00 6 - 1 WINDRI C 0.04 3.53 -7.80 0.00 25.00 7 - 1 WINDL2 C 0.17 3.98 -7.99 0.00 25.00 8 - 9 - 1 WINDR2 C 0.04 3.53 -7.80 0.00 25.00 1 U SNOW C 0.00 -2.06 4.03 0.00 25.00 Page 18 Of 330 ------------ U24RO307A Reactions, Anchor Bolts, & Base Plates: 5/ 7/24 10:49am -----Foundation_Loads(k )-------------- ----------------- Frame Col Max_Pos_Val Max_Neg_Val Anc._Bolt Base -Plate Line Line Id Horz Vert Id Horz Vert No. Diam Width Len Thick 1 A 9 1.4 -1.4 10 -1.2 -1.4 4 0.750 8.00 8.25 0.375 3 0.0 6.1 9 1.4 -1.4 1 B 11 3.8 -3.1 12 -3.4 -3.1 4 0.750 8.00 12.25 0.375 3 0.0 9.6 11 3.8 -3.1 1 C 11 1.2 -1.0 12 -1.0 -1.0 4 0.750 8.00 8.25 0.375 3 0.0 3.5 11 1.2 -1.0 6 C 11 1.2 -1.0 12 -1.0 -1.0 4 0.750 8.00 8.25 0.375 3 0.0 3.5 11 1.2 -1.0 6 B 11 3.8 -3.1 12 -3.4 -3.1 4 0.750 8.00 12.25 0.375 3 0.0 9.6 11 3.8 -3.1 6 A 13 1.4 -1.6 14 -1.2 -1.6 4 0.750 8.00 8.25 0.375 3 0.0 5.8 13 1.4 -1.6 ----- 2* ------ -- ----- A 1 4.6 ----- -- ----- 10.9 2 -4.1 ----- --- -4.6 ----- 4 0.750 ----- ----- ----- 8.00 12.56 0.500 3 3.8 19.4 4 -3.5 -6.8 2* C 5 4.7 -3.7 6 -5.4 10.7 4 1.000 8.00 12.56 0.500 ----- 7 0.7 ------ -- ----- 15.0 8 -2.3 ----- -- ----- -8.7 ----- --- ----- ----- ----- ----- ----------------------------------------------------------------------------- 2* Frame Lines:2 3 4 5 LOAD COMBINATIONS: ------------------ Id Combination 1 1.16Dead+1.16Collateral+0.7Seismic_Right 2 0.6Dead+0.6Wind_Left2 3 Dead+Collateral+MIN SNOW 4 0.6Dead+0.6Wind Leftl 5 0.6Dead+0.6Wind_Right2 6 Dead+Collateral+0.75Live+0.45Wind Leftl 7 1.16Dead+1.16Collateral+0.7Seismic_LongR 8 0.44Dead+0.7Seismic_LongL 9 0.6Dead+0.6Wind Leftl+0.6Wind Suction 10 0.6Dead+0.6Wind_Left1+0.6Wind_Pressure 11 0.6Dead+0.6Wind_Suction+0.6Wind_Long2L 12 0.6Dead+0.6Wind_Pressure+0.6Wind_Long2L 13 0.6Dead+0.6Wind_Rightl+0.6Wind_Suction 14 0.6Dead+0.6Wind_Rightl+0.6Wind_Pressure ------------ U24RO307A ------------------------------------------------ Bracing Reactions Report: 5/ 7/24 10:49am Page 19 Of 330 BUILDING BRACING REACTIONS: --------------------------- ------Reactions(k )------- ----Wall--- Col ----Wind---- --Seismic--- Panel_Shear(lb/ft) Loc Line Line Horz Vert Horz Vert Wind Seismic ---- ------------- ----- ----- ----- ----- ------------- L_EW 1 F_SW C 3 ,4 R EW 6 B_SW A 4 ,3 4.29 4.21 17.42 17.13 -- (a) Wind bent in bay (i)Bracing in roof to rigid frame WIND BENTS: -------Reaction(k )------ ---Wall-- Col ----Wind---- ---Seismic-- Loc Line Line Horz Vert Horz Vert ---- ---- ----- ----- ----- ----- ----- B_SW A 4 ,3 3.00 7.94 10.62 28.11 Reaction values for seismic shear force, Eh Reaction values shown are unfactored Maximum load combination factors are: Wind : 0.60 Seismic: 0.70 Anc_Bolt No Dia 4 1.000 U24RO307A Additional Reactions Report: Rigid Frame Column Reactions(k ) -------------------------------- Notes (i) --Base_Plate(in)--- Width Length Thick 10.000 22.00 0.750 5/ 7/24 10:49am Frame Col ----Dead--- Collateral ----Live--- ----Snow--- Wind Leftl Line Line Horz Vert Horz Vert Horz Vert Horz Vert Horz Vert 2* A 0.5 3.7 0.6 2.1 2.2 10.3 2.1 10.5 -6.4 -15.0 2* C -0.5 2.5 -0.6 2.1 -2.2 8.2 -2.1 7.8 -5.9 -0.1 Frame Col Wind_Rightl Wind_Left2 Wind_Right2 Wind_Longl Wind_Long2 Line Line Horz Vert Horz Vert Horz Vert Horz Vert Horz Vert ----- 2* ------ A ----- 3.9 ----- -8.7 ----- -7.3 ----- -11.4 ----- 2.8 ----- -5.1 ----- 1.8 ----- -5.4 ----- 0.7 ----- -8.9 2* C 7.3 -12.3 -5.0 3.5 8.4 -8.7 -1.7 -5.6 -1.1 -8.4 Frame Col -Seis_Left- -Seis_Right -Seis_Long- -MIN_SNOW- Line ----- Line ------ Horz ----- Vert ----- Horz ----- Vert ----- Horz ----- Vert ----- Horz ----- Vert ----- Page 20 Of 330 2* A -4.7 -6.0 4.7 6.0 -2.4 -3.1 2.7 13.6 2* C -5.8 6.0 5.8 -6.0 -3.0 3.1 -2.7 10.2 2* Frame Lines:2 3 4 5 Endwall Column Reactions(k ) ----------------------------- Wind Wind Wind Wind Frame Col Dead Collat Live Snow Leftl Rightl Left2 Right2 Line Line Vert Vert Vert Vert Vert Vert Vert Vert ----- 1 ---- A ----- 1.8 ----- 0.4 ----- 2.8 ----- 3.0 ----- -4.1 ----- -2.8 ----- -3.5 ----- -2.1 1 B 1.9 1.3 5.2 4.9 -3.7 -7.0 -1.4 -4.7 1 C 0.8 0.4 1.8 1.7 -1.3 -2.2 -0.5 -1.4 Wind Wind Wind Wind Seismic Seismic Seismic Frame Col Press Suct Longl Long2 Left Right Long Line Line Horz Horz Vert Vert Vert Vert Horz ----- 1 ---- A ----- -2.0 ----- 2.3 ----- -1.2 ----- -2.2 ----- -0.1 ----- -0.3 ----- 0.2 1 B -5.7 6.3 -4.1 -7.1 -0.3 0.3 0.6 1 C -1.7 2.0 -1.4 -2.4 0.4 0.1 0.2 Frame Col --MIN SNOW-- -ElPAT SL 1- -ElPAT SL 2- Line Line Horz Vert Horz Vert Horz Vert 1 A 0.0 3.9 0.0 1.0 0.0 -0.1 1 B 0.0 6.4 0.0 1.3 0.0 1.3 1 ------------------------------------------------------------------------------ C 0.0 2.2 0.0 -0.1 0.0 1.0 Wind Wind Wind Wind Frame Col Dead Collat Live Snow Leftl Rightl Left2 Right2 Line Line Vert Vert Vert Vert Vert Vert Vert Vert 6 C 0.8 0.4 1.8 1.7 -2.2 -1.3 -1.4 -0.5 6 B 1.9 1.3 4.9 4.9 -7.0 -3.7 -4.7 -1.4 6 A 1.4 0.4 2.8 3.0 -2.8 -4.1 -2.1 -3.5 Wind Wind Wind Wind Seismic Seismic Seismic Frame Col Press Suct Longl Long2 Left Right Long Line Line Horz Horz Vert Vert Vert Vert Horz 6 C -1.7 2.0 -1.4 -2.4 0.1 0.4 0.2 6 B -5.7 6.3 -4.1 -7.1 0.3 -0.3 0.6 6 A -2.0 2.3 -1.2 -2.2 -0.3 -0.1 0.2 Frame Col --MIN SNOW-- -E2PAT SL 1- -E2PAT SL 2- Line Line Horz Vert Horz Vert Horz Vert ----- 6 ---- C ----- 0.0 ----- 2.2 ----- 0.0 ----- ----- 1.0 ----- 0.0 -0.1 6 B 0.0 6.4 0.0 1.3 0.0 1.3 6 A 0.0 3.9 0.0 -0.1 0.0 1.0 Page 21 Of 330 -------------------------------------------------------------------= -------------------------------------------------------------------- U24R0307A Seismic Design Report: 5/ 7/24 ------------- Building Data Code =IBC 21 Length = 100.00 Width = 40.00 Left Eave Height = 25.00 Right Eave Height = 21.67 Seismic Formula --------------- Equivalent Lateral Force, Section 12.8 Base Shear V = 0.667*Ie*Sms*W/R Vmin = 0.044*Sds*Ie*W Vmax = Shc*Ie*W/(T*R) 10:49am T(Moment_Frame) = 0.348 Shear Force Eh = Rho*V (Rigid frame, endwall frame, wind bent, wind column & base reactions) T(Braced_Frame) = 0.212 Shear Force Em = Omega*V (Wall diagonal bracing, splice at rigid frame & wind bent knee) Note: Applied load is seismic force multiplied by load combination Sms = 1.740 Zone/Design Category= D Ie = 1.000 S1 = 0.530 Shc = 0.938 Sds = 1.160 Seismic Dead Load, W Frame Dead = 3.50 (psf ) Roof Dead = 4.00 (psf ) Collateral = 5.00 (psf ) Roof Total = 12.50 (psf ) , Weight= 50.00 (k ) Left EW Dead = 4.50 (psf ) , Weight= 2.10 (k ) Front SW Dead = 4.50 (psf ) , Weight= 4.88 (k ) Right EW Dead = 4.50 (psf ) , Weight= 2.10 (k ) Back SW Dead = 7.00 (psf ) , Weight= 8.75 (k ) Extensions Back SW Total = 10.00 (psf ) , Weight= 3.00 (k ) Total = 70.83 (k ) Seismic Forces -------------- Roof Bracing Page 22 Of 330 R = 2.11, Rho= Cs = 0.5500 W = 54.20 (k ) Force V = 29.81 (k ) Force Eh = 38.75 (k ) Sidewall Bracing Front SW R = 3.25, Rho= Cs = 0.3571 W = 35.75 (k ) Force V = 12.77 (k ) Force Em = 25.53 (k ) Force Eh = 16.59 (k ) 1.30 1.30, Omega= 2.00 Wind Bents Back SW R = 3.25, Rho= 1.30 Cs = 0.3571 W = 43.58 (k ) Force V = 15.56 (k ) Force Eh = 20.23 (k ) Endwall Bracing Left EW R = 3.25, Rho= Cs = 0.3571 W = 11.15 (k ) Force V = 3.98 (k ) Force Em = 7.96 (k ) Force Eh = 5.17 (k ) Right EW R = 3.25, Rho= Cs = 0.3571 W = 11.15 (k ) Force V = 3.98 (k ) Force Em = 7.96 (k ) Force Eh = 5.17 (k ) Rigid Frames 1.30, Omega= 2.00 1.30, Omega= 2.00 R = 3.50, Rho= 1.30 Cs = 0.3316 Frame 1 W = 13.87 (k ) Force V = 4.60 (k ) Force Eh = 5.98 (k ) End Plates Frame R = 3.50, Omega= 3.00 Wind Bent R = 3.25, Omega= 3.00 Total Base Shear Longitudinal Force V = 28.33 (k ) Transverse Force V = 26.36 (k ) Page 23 Of 330 *U24R0307A Sidewall Design Input 5/ 7/24 10:13am *---------- --------------------------------------------------------------------- 1) JOBID: 'U24R0307A' *( 2)PROGRAM OPTIONS: *Sidewall Run Run Lap * Id Girt Panel Stiff 'F' 'Y' 'Y' 1.00 *( 3)DESIGN CODE: *Design --- Steel -Code --- ---Build--- Code Seismic * Code Cold Hot Country Code Year Label Zone 'WS' 'NAUS16 ' 'AISC16' ' ----' 'IBC ' 121' 'IBC 21 ' 'D ' *( 4)DESIGN CONSTANTS: * --- Strength -Factors -- Stress -Ratio ---Seismic--- * Girt Panel Wind Frame Brace 1.00 1.00 1.0000 1.0000 1.2000 *( 5)STEEL YIELDS: * Web Flg C_Sec W_Sec R_Sec 55.0 55.0 55.0 55.0 50.0 *( 6)DEFLECTION LIMITS: * ---Girt--- --Panel--- * Wall Facia Wall Facia 90. 90. 90. 90. *( 7)REPORTS: P_Sec T_Sec U_Sec EP BP 42.0 46.0 50.0 55.0 55.0 * Input Wall Door Wall * Echo Girt Jamb Panel ' Y ' ' 2 ' ' 3 ' ' Y ' *( 8)BUILDING LAYOUT: *---------Build---------- ----- Left -Expand _EW----- ----- Right -Expand _EW---- * Type Width Length Use Opt Extend Offset Use Opt Extend Offset 'FF-' 40.0000 100.0000 'N ' '-' 0.000 0.000 'N ' '-' 0.000 0.000 *( 9)WALL LAYOUT: * Id Use Type Opt Start Length 2 'FRONT ' '-' '-' 0.0000 100.0000 *(10)SURFACE SHAPE: * No. X_Coord Y_Coord Offset 3 0.0000 25.0000 8.000 40.0000 21.6667 8.000 40.0000 0.0000 8.000 *(11)SIDEWALL BAY SPACING: * No. --- Bay_Set--- * Sets Width Quan 5 20.0000 1 20.0000 1 20.0000 1 20.0000 1 Page 24 Of 330 20.0000 1 *(12)WALL OPENINGS: * ----Bay--- Sill Base Set Panel JambL/JambR/Header/Sill *No. Id Id Offset Type Width Height Height Elev Depth Opt Type 5 3 1 4.0000 33 12.0000 19.0833 16.0000 0.000 0.000 'Y' ICU' 'CUT 'CUT 'CU' 4 2 4.0000 33 12.0000 19.0833 16.0000 0.000 0.000 'Y' 'CU' 'CUT 'CUT 'CUT 5 3 4.0000 33 12.0000 19.0833 16.0000 0.000 0.000 'Y' ICU' ICU' 'CUT 'CUT 6 4 4.0000 33 12.0000 19.0833 16.0000 0.000 0.000 'Y' 'CU' 'CU' 'CU' 'CUT 7 5 4.0000 33 12.0000 19.0833 16.0000 0.000 0.000 'Y' 'CUT 'CUT 'CUT 'CUT I *(13)PARTIAL WALLS: *--Bay—Id - ----Offset---- Jamb Base Top Full —Load ------Panel------ Deflect Limit *No. Id Use Opt Start End Start End Height Type Type Type Girt Col Part Opt Rot Girt Panel 0 *(14)GIRT DESIGN: *Girt--Flange_Strap-- Set Set Max *Type Out In Space Depth Lap Space 'ZB' 'Y' 'N' 7.0000 8.000 0.0000 7.5000 *(15)GIRT LOCATION: Part Page 25 Of 330 * Set * Loc No. Location IV 4 7.5000 14.0000 16.0000 19.0833 *(16)SPECIAL GIRT: *--Bay_Id-- *No. Start End Height Type Rot Part Use 4 1 5 16 'CO' 'D' '-' '-' 1 5 19.0833 'CO' 'U' '-' '-' 1 1 4.0000 'CO' 'U' '-' '-' 5 5 4.0000 'CO' 'U' '-' '-' *(17)PANELS/GUTTERS: *--Wall Panel-- -----Gutter----- ------Insulation---- * Part Rot Use Type Width Use Thick Part IRRW2680-' '-' '-' 'y' 0.000 10' 6.000 1-------- *(18)LINER PANELS: *--Bay_Id- Flange *No. Start End Height Part Opt 0 *(19)FACIA/PARAPET: *-Bay_Id-- Horz-Vertical—Size- No. Id Type Opt Start End Width Elev Height 0 *(20)FACIA/PARAPET GIRTS: *Ext ---Top-- Interior -Gutter- Set *Id Type Rot Type Rot Type Rot Depth *(21)FACIA/PARAPET PANELS: *Ext Front -----Back---- Angle *Id Part Part Rot Spacing *(22)LOAD GROUPS: * Group *No. Id Description 1 '-' 'Standard ' *(23)BASIC LOADS: * ---Deflection--- Wind *Group Basic Load —Ratio Load ---Seismic--- * Id Wind Snow Wind Seis Factor Dead Coeff '-' 23.73 1.00 0.60 1.00 0.60 4.50 0.4641 *(24)EDGE ZONE: * ---Ratio--- *Group-Left_Zone---Right—Zone- Girt/ * Id Width Base Width Base Jamb Panel '-' 4.000 0.000 4.000 0.000 1.07 1.23 *(25)WIND PRESSURE/SUCTION: *Group Wind Wind * Id Press Suct '-' 20.73 -22.86 Girt/Header '-' 25.63 -27.77 Panel '-' 20.73 -22.86 Jamb '-' 0.00 0.00 Parapet Girt - Stand Seam ' 'y' --Edge—Extend- Beam Left Right Mount Lap Page 26 Of 330 * (26) GIRT LAPS: * Data ------Set-1 ------- ------Set-2 ------- ------Set 3------- * Opt Sets Left Right Quan Left Right Quan Left Right Quan '-' 0 *(27)GIRT STRAPS: * Data ---Set-1 --- ---Set-2 --- ---Set-3 --- ---Set 4--- *Opt Sets Strap Quan Strap Quan Strap Quan Strap Quan '-' 0 *(28)EXPANSION JOINTS: * No. Expansion —Location 0 *(29)BEAMS: * Bay *No. Id Use Height Offset Locatel Locate2 0 *(30)DESIGN CODE OPTIONS: *No. Event Condition 0 *(31)PANEL SCREWS: * No. Washer *Zone Zone Part Dia Limit Dia ------- Spacing ------ 2 'INT ' 'H1045 1 0.216 2.800 0.438 12.000 0.000 0.000 'EDGE' 'H1045 1 0.216 2.800 0.438 12.000 0.000 0.000 *(32)GIRT LAYOUT: * Bay -----Extend---- Frame —Opt -Frame_Id- * No. Id Locate Type Rot Opt Part Left Right Left Right Left Right 0 * Code files used: * IBC.21 * EW IBC.21 Version 4.0 ----------- ------------------ ------------------------------- ------------------------------------------------------------ U24R0307A Wall 2 - Design Code STRUCTURAL CODE: ---------------- Design Basis : WS - Working Stress Hot Rolled Steel : AISC16 Cold Formed Steel : NAUS16 BUILDING CODE: -------------- Wind Code : IBC 21 Seismic Zone : D MODULUS OF ELASTICITY: ---------------------- Hot Rolled Steel : 29000 (ksi ) Cold Formed Steel : 29500 (ksi ) 5/ 7/24 10:14am Page 27 Of 330 U24RO307A ----------- Wall 2 - Bypass Girt Layout ------------------------------------------- 5/ 7/24 10:14am GIRT LAYOUT: ------------ Des Bay Bay -Offset Design ---Extend-- ----Max_Load--- Locate ------ Id --- Id --- Part -------- Start ----- End ----- Length ------ ----- Left Right ----- Weight ------ Id -- UC ---- Report ------- Rot --- 4.00 1 1 08SO75 0.00 20.00 19.67 0.00 0.00 84.1 WS 0.87 Moment U 2 5 08SO75 0.00 20.00 19.67 0.00 0.00 84.1 WS 0.87 Moment U ------ 7.50 --- 3 --- 1 -------- 08ZO89 ----- 0.00 ----- 20.00 ------ ----- 19.67 0.00 ----- 1.19 ------ 88.8 -- WS ---- 0.89 ------- Moment --- D 2 08ZO60 0.00 20.00 20.00 1.19 1.19 64.3 WS 0.60 Mom+Shr D 3 08ZO60 0.00 20.00 20.00 1.19 1.19 64.3 WS 0.63 Moment D 4 08ZO60 0.00 20.00 20.00 1.19 1.19 64.3 WS 0.60 Mom+Shr D 5 08ZO89 0.00 20.00 19.67 1.19 0.00 88.8 WS 0.89 Moment D 14.00 4 1 08ZO89 0.00 20.00 19.67 0.00 1.19 88.8 WS 0.95 Moment D 2 08ZO60 0.00 20.00 20.00 1.19 1.19 64.3 WS 0.43 Mom+Shr D 3 08ZO60 0.00 20.00 20.00 1.19 1.19 64.3 WS 0.45 Moment D 4 08ZO60 0.00 20.00 20.00 1.19 1.19 64.3 WS 0.43 Mom+Shr D 5 08ZO89 0.00 20.00 19.67 1.19 0.00 88.8 WS 0.95 Moment D ------ 16.00 --- 5 --- 1 -------- 08CO60 ----- 0.00 ----- 20.00 ------ ----- 19.67 0.00 ----- 0.00 ------ 56.5 -- WS ---- 0.68 ------- Moment --- D 6 2 08CO60 0.00 20.00 20.00 0.00 0.00 57.4 WS 0.70 Moment D 7 3 08CO60 0.00 20.00 20.00 0.00 0.00 57.4 WS 0.70 Moment D 8 4 08CO60 0.00 20.00 20.00 0.00 0.00 57.4 WS 0.70 Moment D 9 5 08CO60 0.00 20.00 19.67 0.00 0.00 56.5 WS 0.68 Moment D 19.08 10 1 08CO60 0.00 20.00 19.67 0.00 0.00 56.5 WS 0.75 Moment U 11 2 08CO60 0.00 20.00 20.00 0.00 0.00 57.4 WS 0.78 Moment U 12 3 08CO60 0.00 20.00 20.00 0.00 0.00 57.4 WS 0.78 Moment U 13 4 08CO60 0.00 20.00 20.00 0.00 0.00 57.4 WS 0.78 Moment U 14 5 08CO60 0.00 20.00 19.67 0.00 0.00 56.5 WS 0.75 Moment U WS - 0.6Wind Suction GIRT INSIDE FLANGE BRACE: ------------------------- No._Brace/Bay 1 2 3 4 5 --- --- --- --- --- 2 2 2 2 2 U24RO307A Wall 2 - Girt Design 1 (Locate 4.00) GIRT LAYOUT: ------------ Bay Design --Lap(ft)-- Load No. Id Part Locate Length Left Right Width Brace ----------- 1 08SO75 ------- ------ 4.0000 19.67 ---- ----- ----- 3.75 ----- 2 5/ 7/24 10:14am Available Reduction Factor Weight Out In 84.1 0.00 0.00 84.1 Page 28 Of 330 LOAD ID - 0.6Wind Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0.46 -0.46 0.00 -2.26 9.83 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 LSup 0.46 5.11 0.09 MidS -2.26 7.13 0.32 RLap 0.24 -0.42 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 1 19.7 6.3 6.3 6.7 6.7 6.7 0.00 0.00 0.97 0.00 0.00 1.47 1.47 1.01 1.46 1.46 LOAD ID - 0.6Wind Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 -0.52 0.51 0.00 2.50 9.94 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 LSup -0.52 5.11 0.10 MidS 2.50 2.88 0.87 LLap 0.26 0.46 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 19.7 19.7 19.7 19.7 19.7 19.7 1.00 1.00 1.00 1.00 1.00 1.14 1.14 1.14 1.14 1.14 Page 29 Of 330 LOAD ID - Seismic Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0.08 -0.08 0.00 -0.38 9.83 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 LSup 0.08 5.11 0.02 MidS -0.38 7.13 0.05 LSup 0.00 -0.07 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 19.7 6.3 6.3 6.7 6.7 6.7 0.00 0.00 0.97 0.00 0.00 1.47 1.47 1.01 1.46 1.46 LOAD ID - Seismic Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 -0.08 0.08 0.00 0.38 9.83 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 1 LSup -0.08 5.11 0.02 MidS 0.38 2.88 0.13 LSup 0.00 0.07 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 1 19.7 19.7 19.7 19.7 19.7 19.7 1.00 1.00 1.00 1.00 1.00 1.14 1.14 1.14 1.14 1.14 DEFLECTION (Working Load): -------------------------- Span Wind -Pressure Wind -Suction Seis_Pressure Seis_Suction Page 30 Of 330 Id Calc Limit Calc Limit Calc Limit Calc Limit 1 -0.42 2.62 0.46 2.62 -0.07 2.62 0.07 2.62 U24RO307A Wall 2 - Girt Design 2 (Locate 4.00) 5/ 7/24 10:14am -------------------------------------------------------------------------------- GIRT LAYOUT: Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In 5 08SO75 4.0000 19.67 3.75 2 84.1 0.00 0.00 84.1 LOAD ID - 0.6Wind Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 5 0.46 -0.46 0.00 -2.26 9.83 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 5 LSup 0.46 5.11 0.09 MidS -2.26 7.13 0.32 RLap 0.24 -0.42 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 5 19.7 6.7 6.7 6.7 6.3 6.3 0.00 0.00 0.97 0.00 0.00 1.46 1.46 1.01 1.47 1.47 LOAD ID - 0.6Wind Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 5 -0.51 0.52 0.00 2.50 9.73 0.00 Page 31 Of 330 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 5 RSup 0.52 5.11 0.10 MidS 2.50 2.88 0.87 RLap 0.26 0.46 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 5 19.7 19.7 19.7 19.7 19.7 19.7 1.00 1.00 1.00 1.00 1.00 1.14 1.14 1.14 1.14 1.14 LOAD ID - Seismic Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 5 0.08 -0.08 0.00 -0.38 9.83 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 5 LSup 0.08 5.11 0.02 MidS -0.38 7.13 0.05 LSup 0.00 -0.07 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 5 19.7 6.7 6.7 6.7 6.3 6.3 0.00 0.00 0.97 0.00 0.00 1.46 1.46 1.01 1.47 1.47 LOAD ID - Seismic Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 5 -0.08 0.08 0.00 0.38 9.83 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Page 32 Of 330 Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 5 LSup -0.08 5.11 0.02 MidS 0.38 2.88 0.13 LSup 0.00 0.07 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 5 19.7 19.7 19.7 19.7 19.7 19.7 1.00 1.00 1.00 1.00 1.00 1.14 1.14 1.14 1.14 1.14 DEFLECTION (Working Load): -------------------------- Span Wind -Pressure Wind -Suction Seis_Pressure Seis_Suction Id Calc Limit Calc Limit Calc Limit Calc Limit ---- ------ ----- ------ ----- ----- ----- ----- ----- 5 -0.42 2.62 0.46 2.62 -0.07 2.62 0.07 2.62 U24RO307A Wall 2 - Girt Design 3 (Locate 7.50) 5/ 7/24 10:14am GIRT LAYOUT: Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In 1 08ZO89 7.5000 19.67 1.19 5.00 2 88.8 0.00 0.00 2 08ZO60 7.5000 20.00 1.19 1.19 7.00 2 64.3 0.00 0.00 3 08ZO60 7.5000 20.00 1.19 1.19 7.00 2 64.3 0.00 0.00 4 08ZO60 7.5000 20.00 1.19 1.19 7.00 2 64.3 0.00 0.00 5 08ZO89 7.5000 19.67 1.19 5.00 2 88.8 0.00 0.00 370.4 LOAD ID - 0.6Wind Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- Bay Left Left Right Right Id Sup Lap Lap Sup --- ----- ----- ----- ----- 1 0.45 -0.70 -0.77 2 0.88 0.77 -0.76 -0.86 3 0.87 0.77 -0.77 -0.87 4 0.86 0.76 -0.77 -0.88 5 0.77 0.70 -0.45 --------------Moment(f-k )-------------- Left Left Mid -Span Right Right Sup ----- Lap ----- Mom Loc ----- ----- Lap ----- Sup ----- 0.00 -1.64 7.26 2.28 3.15 3.15 2.17 -1.26 10.07 2.07 3.03 3.03 2.06 -1.32 10.00 2.06 3.03 3.03 2.07 -1.26 9.93 2.17 3.15 3.15 2.28 -1.64 12.41 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Page 33 Of 330 Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 1 RLap -0.70 8.57 0.08 RLap 2.28 6.84 0.33 RLap 0.30 -0.23 2 LLap 0.77 2.61 0.30 LLap 2.17 3.91 0.55 LLap 0.54 -0.20 3 RLap -0.77 2.61 0.29 RLap 2.06 3.92 0.53 RLap 0.52 -0.22 4 RLap -0.77 2.61 0.30 RLap 2.17 3.91 0.55 RLap 0.54 -0.20 5 LLap 0.70 8.57 0.08 LLap 2.28 6.84 0.33 LLap 0.30 -0.23 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 19.7 6.3 6.3 6.7 4.0 1.2 0.00 0.00 0.38 0.00 0.72 1.37 1.37 1.12 1.77 1.13 2 20.0 1.2 3.5 6.7 3.4 1.2 0.69 0.00 0.95 0.00 0.68 1.15 1.79 1.05 1.79 1.15 3 20.0 1.2 3.3 6.7 3.3 1.2 0.68 0.00 1.00 0.00 0.68 1.15 1.78 1.05 1.78 1.15 4 20.0 1.2 3.4 6.7 3.5 1.2 0.68 0.00 0.95 0.00 0.69 1.15 1.79 1.05 1.79 1.15 5 19.7 1.2 4.0 6.7 6.3 6.3 0.72 0.00 0.38 0.00 0.00 1.13 1.77 1.12 1.37 1.37 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) Bay Member --Member_Left_End(k )- -Member_Right_End(k )- Id Part Calc Shear Bear UC Calc Shear Bear UC 1 08ZO89 0.79 2.65 2.80 0.30 2 08ZO60 0.54 2.65 1.89 0.28 0.64 2.65 1.89 0.34 3 08ZO60 0.64 2.65 1.89 0.34 0.64 2.65 1.89 0.34 4 08ZO60 0.64 2.65 1.89 0.34 0.54 2.65 1.89 0.28 5 08ZO89 0.79 2.65 2.80 0.30 LOAD ID - 0.6Wind Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 -0.51 0.77 0.85 0.00 1.82 7.39 -2.52 -3.48 2 -0.97 -0.85 0.84 0.95 -3.48 -2.40 1.39 10.07 -2.28 -3.34 3 -0.96 -0.85 0.85 0.96 -3.34 -2.27 1.46 10.00 -2.27 -3.34 4 -0.95 -0.84 0.85 0.97 -3.34 -2.28 1.39 9.93 -2.40 -3.48 5 -0.85 -0.77 0.51 -3.48 -2.52 1.82 12.28 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit Page 34 Of 330 --- 1 ---- RLap ------ 0.77 ----- 8.57 ---- 0.09 ---- MidS 2 LLap -0.85 2.61 0.33 MidS 3 LLap -0.85 2.61 0.32 MidS 4 RLap 0.85 2.61 0.33 MidS 5 LLap -0.77 8.57 0.09 MidS ---- 1.82 ----- 2.04 ---- 0.89 ---- RLap ---- 0.33 ----- 0.25 1.39 2.44 0.57 LLap 0.60 0.22 1.46 2.32 0.63 LLap 0.58 0.25 1.39 2.44 0.57 RLap 0.60 0.22 1.82 2.04 0.89 LLap 0.33 0.25 UNBRACED LENGTHS: ----------------- Bay ---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 1 19.7 14.4 14.4 14.4 4.1 1.2 1.00 1.00 1.00-0.03 0.72 1.13 1.13 1.13 1.82 1.13 2 20.0 1.2 3.5 10.8 3.4 1.2 0.69 0.00 1.00 0.00 0.68 1.15 1.79 1.14 1.79 1.15 3 20.0 1.2 3.3 11.0 3.3 1.2 0.68 0.00 1.00 0.00 0.68 1.15 1.78 1.14 1.78 1.15 4 20.0 1.2 3.4 10.8 3.5 1.2 0.68 0.00 1.00 0.00 0.69 1.15 1.79 1.14 1.79 1.15 5 19.7 1.2 4.1 14.4 14.4 14.4 0.72-0.03 1.00 1.00 1.00 1.13 1.82 1.13 1.13 1.13 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) Bay Member --Member_Left_End(k )- -Member_Right_End(k )- Id Part Calc Shear Bear UC Calc Shear Bear UC ---- 1 -------- 08ZO89 ----- ----- ----- ---- ----- 0.87 ----- ----- 2.65 2.80 ---- 0.33 2 08ZO60 0.59 2.65 1.89 0.31 0.70 2.65 1.89 0.37 3 08Z060 0.70 2.65 1.89 0.37 0.70 2.65 1.89 0.37 4 08ZO60 0.70 2.65 1.89 0.37 0.59 2.65 1.89 0.31 5 08ZO89 0.87 2.65 2.80 0.33 LOAD ID - Seismic Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id --- Sup ----- Lap Lap ----- ----- Sup ----- Sup ----- Lap ----- Mom Loc ----- ----- Lap ----- Sup ----- 1 0.08 -0.12 -0.13 0.00 -0.28 7.26 0.38 0.53 2 0.15 0.13 -0.13 -0.15 0.53 0.36 -0.21 10.07 0.35 0.51 3 0.15 0.13 -0.13 -0.15 0.51 0.35 -0.22 10.00 0.35 0.51 4 0.15 0.13 -0.13 -0.15 0.51 0.35 -0.21 9.93 0.36 0.53 5 0.13 0.12 -0.08 0.53 0.38 -0.28 12.41 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id --- Loc ---- ------ Calc Limit ----- ---- UC Loc ---- Calc ------ Limit ----- UC Loc UC ---- ---- ---- Calc ----- Limit ----- Page 35 Of 330 1 RLap -0.12 8.57 0.01 RLap 0.38 6.84 0.06 RLap 0.05 -0.04 2 LLap 0.13 2.61 0.05 LLap 0.36 3.91 0.09 LLap 0.09 -0.03 3 LLap 0.13 2.61 0.05 LLap 0.35 3.92 0.09 LLap 0.09 -0.04 4 RLap -0.13 2.61 0.05 RLap 0.36 3.91 0.09 RLap 0.09 -0.03 5 LLap 0.12 8.57 0.01 LLap 0.38 6.84 0.06 LLap 0.05 -0.04 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 19.7 6.3 6.3 6.7 4.0 1.2 0.00 0.00 0.38 0.00 0.72 1.37 1.37 1.12 1.77 1.13 2 20.0 1.2 3.5 6.7 3.4 1.2 0.69 0.00 0.95 0.00 0.68 1.15 1.79 1.05 1.79 1.15 3 20.0 1.2 3.3 6.7 3.3 1.2 0.68 0.00 1.00 0.00 0.68 1.15 1.78 1.05 1.78 1.15 4 20.0 1.2 3.4 6.7 3.5 1.2 0.68 0.00 0.95 0.00 0.69 1.15 1.79 1.05 1.79 1.15 5 19.7 1.2 4.0 6.7 6.3 6.3 0.72 0.00 0.38 0.00 0.00 1.13 1.77 1.12 1.37 1.37 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) Bay Member --Member_Left_End(k )- -Member_Right_End(k )- Id Part Calc Shear Bear UC Calc Shear Bear UC 1 08ZO89 0.13 2.65 2.80 0.05 2 08ZO60 0.09 2.65 1.89 0.05 0.11 2.65 1.89 0.06 3 08ZO60 0.11 2.65 1.89 0.06 0.11 2.65 1.89 0.06 4 08ZO60 0.11 2.65 1.89 0.06 0.09 2.65 1.89 0.05 5 08ZO89 0.13 2.65 2.80 0.05 LOAD ID - Seismic Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id --- Sup ----- Lap Lap ----- ----- Sup ----- Sup ----- Lap ----- Mom Loc ----- ----- Lap ----- Sup ----- 1 -0.08 0.12 0.13 0.00 0.28 7.26 -0.38 -0.53 2 -0.15 -0.13 0.13 0.15 -0.53 -0.36 0.21 10.07 -0.35 -0.51 3 -0.15 -0.13 0.13 0.15 -0.51 -0.35 0.22 10.00 -0.35 -0.51 4 -0.15 -0.13 0.13 0.15 -0.51 -0.35 0.21 9.93 -0.36 -0.53 5 -0.13 -0.12 0.08 -0.53 -0.38 0.28 12.41 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 1 RLap 0.12 8.57 0.01 MidS 0.28 2.01 0.14 RLap 0.05 0.04 Page 36 Of 330 2 LLap -0.13 2.61 0.05 MidS 0.21 2.43 0.09 LLap 0.09 0.03 3 LLap -0.13 2.61 0.05 MidS 0.22 2.32 0.10 LLap 0.09 0.04 4 RLap 0.13 2.61 0.05 MidS 0.21 2.43 0.09 RLap 0.09 0.03 5 LLap -0.12 8.57 0.01 MidS 0.28 2.01 0.14 LLap 0.05 0.04 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 1 19.7 14.5 14.5 14.5 4.0 1.2 1.00 1.00 1.00 0.00 0.72 1.14 1.14 1.14 1.77 1.13 2 20.0 1.2 3.5 10.8 3.4 1.2 0.69 0.00 1.00 0.00 0.68 1.15 1.79 1.14 1.79 1.15 3 20.0 1.2 3.3 11.0 3.3 1.2 0.68 0.00 1.00 0.00 0.68 1.15 1.78 1.14 1.78 1.15 4 20.0 1.2 3.4 10.8 3.5 1.2 0.68 0.00 1.00 0.00 0.69 1.15 1.79 1.14 1.79 1.15 5 19.7 1.2 4.0 14.5 14.5 14.5 0.72 0.00 1.00 1.00 1.00 1.13 1.77 1.14 1.14 1.14 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) Bay Member --Member_Left_End(k )- -Member_Right_End(k )- Id Part Calc Shear Bear UC Calc Shear Bear UC ---- 1 -------- 08ZO89 ----- ----- ----- ---- ----- 0.13 ----- ----- 2.65 2.80 ---- 0.05 2 08Z060 0.09 2.65 1.89 0.05 0.11 2.65 1.89 0.06 3 08ZO60 0.11 2.65 1.89 0.06 0.11 2.65 1.89 0.06 4 08ZO60 0.11 2.65 1.89 0.06 0.09 2.65 1.89 0.05 5 08ZO89 0.13 2.65 2.80 0.05 DEFLECTION (Working Load): Span Wind -Pressure Wind -Suction Seis_Pressure Seis_Suction Id Calc Limit Calc Limit Calc Limit Calc Limit ---- 1 ------ -0.23 ----- 2.62 ------ 0.25 ----- 2.62 ----- -0.04 ----- 2.62 ----- 0.04 ----- 2.62 2 -0.20 2.67 0.22 2.67 -0.03 2.67 0.03 2.67 3 -0.22 2.67 0.25 2.67 -0.04 2.67 0.04 2.67 4 -0.20 2.67 0.22 2.67 -0.03 2.67 0.03 2.67 5 -0.23 2.62 0.25 2.62 -0.04 2.62 0.04 2.62 U24RO307A Wall 2 - Girt Design 4 (Locate 14.00) 5/ 7/24 10:14am -------------------------------------------------------------------------------- GIRT LAYOUT: ------------ Available Reduction Bay Design--Lap(ft)-- Load No. Factor Page Id Part Locate Length Left Right Width Brace Weight Out In 37 Of 330 1 08ZO89 14.0000 19.67 1.19 4.25 2 88.8 0.00 0.00 2 08Z060 14.0000 20.00 1.19 1.19 4.25 2 64.3 0.00 0.00 3 08ZO60 14.0000 20.00 1.19 1.19 4.25 2 64.3 0.00 0.00 4 08Z060 14.0000 20.00 1.19 1.19 4.25 2 64.3 0.00 0.00 5 08ZO89 14.0000 19.67 1.19 4.25 2 88.8 0.00 0.00 370.4 LOAD ID - 0.6Wind Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 0.41 -0.57 -0.63 0.00 -1.55 7.67 1.54 2.25 2 0.55 0.49 -0.44 -0.50 2.25 1.63 -0.64 10.46 1.21 1.77 3 0.53 0.47 -0.47 -0.53 1.77 1.18 -0.87 10.00 1.18 1.77 4 0.50 0.44 -0.49 -0.55 1.77 1.21 -0.64 9.54 1.63 2.25 5 0.63 0.57 -0.41 2.25 1.54 -1.55 12.00 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 RLap -0.57 8.57 0.07 MidS -1.55 6.79 0.23 RLap 0.21 -0.24 2 LLap 0.49 2.61 0.19 LLap 1.63 3.87 0.42 LLap 0.39 -0.07 3 LLap 0.47 2.61 0.18 LLap 1.18 3.94 0.30 LLap 0.30 -0.16 4 RLap -0.49 2.61 0.19 RLap 1.63 3.87 0.42 RLap 0.39 -0.07 5 LLap 0.57 8.57 0.07 MidS -1.55 6.79 0.23 LLap 0.21 -0.24 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 1 19.7 6.3 6.3 6.7 3.1 1.2 0.00 0.00 0.53 0.00 0.68 1.39 1.39 1.08 1.75 1.15 2 20.0 1.2 4.4 6.7 3.4 1.2 0.73 0.00 0.61 0.00 0.68 1.13 1.83 1.06 1.80 1.15 3 20.0 1.2 3.1 6.7 3.1 1.2 0.67 0.00 1.00 0.00 0.67 1.16 1.77 1.04 1.77 1.16 4 20.0 1.2 3.4 6.7 4.4 1.2 0.68 0.00 0.61 0.00 0.73 1.15 1.80 1.06 1.83 1.13 5 19.7 1.2 3.1 6.7 6.3 6.3 0.68 0.00 0.53 0.00 0.00 1.15 1.75 1.08 1.39 1.39 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) Bay Member--Member_Left_End(k )--Member_Right_End(k )- Page 38 Of 330 Id Part Calc Shear Bear UC Calc Shear Bear UC 1 08ZO89 0.56 2.65 2.80 0.21 2 08ZO60 0.38 2.65 1.89 0.20 0.37 2.65 1.89 0.20 3 08ZO60 0.37 2.65 1.89 0.20 0.37 2.65 1.89 0.20 4 08ZO60 0.37 2.65 1.89 0.20 0.38 2.65 1.89 0.20 5 08ZO89 0.56 2.65 2.80 0.21 LOAD ID - 0.6Wind Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 -0.46 0.63 0.70 0.00 1.73 7.79 -1.70 -2.49 2 -0.61 -0.54 0.49 0.56 -2.49 -1.81 0.70 10.46 -1.33 -1.95 3 -0.58 -0.51 0.51 0.58 -1.95 -1.30 0.96 10.00 -1.30 -1.95 4 -0.56 -0.49 0.54 0.61 -1.95 -1.33 0.70 9.54 -1.81 -2.49 5 -0.70 -0.63 0.46 -2.49 -1.70 1.73 11.88 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 1 RLap 0.63 8.57 0.07 MidS 1.73 1.82 0.95 RLap 0.23 0.27 2 LLap -0.54 2.61 0.21 LLap -1.81 4.78 0.38 LLap 0.43 0.08 3 LLap -0.51 2.61 0.20 MidS 0.96 2.13 0.45 RLap 0.34 0.18 4 RLap 0.54 2.61 0.21 RLap -1.81 4.78 0.38 RLap 0.43 0.08 5 LLap -0.63 8.57 0.07 MidS 1.73 1.82 0.95 LLap 0.23 0.27 UNBRACED LENGTHS: ----------------- Bay ---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 1 19.7 15.3 15.3 15.3 3.2 1.2 1.00 1.00 1.00-0.02 0.68 1.13 1.13 1.13 1.78 1.15 2 20.0 1.2 4.4 9.8 3.4 1.2 0.73 0.00 1.00 0.00 0.68 1.13 1.83 1.14 1.80 1.15 3 20.0 1.2 3.1 11.5 3.1 1.2 0.67 0.00 1.00 0.00 0.67 1.16 1.77 1.14 1.77 1.16 4 20.0 1.2 3.4 9.8 4.4 1.2 0.68 0.00 1.00 0.00 0.73 1.15 1.80 1.14 1.83 1.13 5 19.7 1.2 3.2 15.3 15.3 15.3 0.68-0.02 1.00 1.00 1.00 1.15 1.78 1.13 1.13 1.13 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) Bay Member--Member_Left_End(k )--Member_Right_End(k )- Id Part Calc Shear Bear UC Calc Shear Bear UC Page 39 Of 330 ---- 1 -------- 08ZO89 ----- ----- ----- ---- ----- 0.62 ----- 2.65 ----- 2.80 ---- 0.24 2 08ZO60 0.42 2.65 1.89 0.22 0.41 2.65 1.89 0.22 3 08ZO60 0.41 2.65 1.89 0.22 0.41 2.65 1.89 0.22 4 08ZO60 0.41 2.65 1.89 0.22 0.42 2.65 1.89 0.22 5 08ZO89 0.62 2.65 2.80 0.24 LOAD ID - Seismic Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id --- Sup ----- Lap ----- Lap ----- ----- Sup Sup Lap ----- ----- Mom Loc ----- ----- ----- Lap Sup ----- 1 0.07 -0.10 -0.11 0.00 -0.26 7.67 0.26 0.38 2 0.09 0.08 -0.07 -0.08 0.38 0.27 -0.11 10.46 0.20 0.30 3 0.09 0.08 -0.08 -0.09 0.30 0.20 -0.15 10.00 0.20 0.30 4 0.08 0.07 -0.08 -0.09 0.30 0.20 -0.11 9.54 0.27 0.38 5 0.11 0.10 -0.07 0.38 0.26 -0.26 12.00 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- 1 ---- ------ RLap -0.10 ----- ---- 8.57 0.01 ---- MidS ------ ----- -0.26 6.79 ---- ---- ---- 0.04 RLap 0.03 ----- -0.04 ----- 2 LLap 0.08 2.61 0.03 LLap 0.27 3.87 0.07 LLap 0.07 -0.01 3 LLap 0.08 2.61 0.03 LLap 0.20 3.94 0.05 LLap 0.05 -0.03 4 RLap -0.08 2.61 0.03 RLap 0.27 3.87 0.07 RLap 0.07 -0.01 5 LLap 0.10 8.57 0.01 MidS -0.26 6.79 0.04 LLap 0.03 -0.04 UNBRACED LENGTHS: ----------------- Bay ---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 1 19.7 6.3 6.3 6.7 3.1 1.2 0.00 0.00 0.53 0.00 0.68 1.39 1.39 1.08 1.75 1.15 2 20.0 1.2 4.4 6.7 3.4 1.2 0.73 0.00 1.00 0.00 0.68 1.13 1.83 1.06 1.80 1.15 3 20.0 1.2 3.1 6.7 3.1 1.2 0.67 0.00 1.00 0.00 0.67 1.16 1.77 1.04 1.77 1.16 4 20.0 1.2 3.4 6.7 4.4 1.2 0.68 0.00 1.00 0.00 0.73 1.15 1.80 1.06 1.83 1.13 5 19.7 1.2 3.1 6.7 6.3 6.3 0.68 0.00 0.53 0.00 0.00 1.15 1.75 1.08 1.39 1.39 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) Bay Member--Member_Left_End(k )--Member_Right_End(k )- Id Part Calc Shear Bear UC Calc Shear Bear UC ------------ ----- ----- ----- ---- ----- ----- ----- ---- Page 40 Of 330 1 08ZO89 0.09 2.65 2.80 0.04 2 08ZO60 0.06 2.65 1.89 0.03 0.06 2.65 1.89 0.03 3 08ZO60 0.06 2.65 1.89 0.03 0.06 2.65 1.89 0.03 4 08ZO60 0.06 2.65 1.89 0.03 0.06 2.65 1.89 0.03 5 08ZO89 0.09 2.65 2.80 0.04 LOAD ID - Seismic Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- 1 ----- -0.07 ----- ----- ----- 0.10 0.11 ----- ----- 0.00 ----- ----- ----- 0.26 7.67 -0.26 ----- -0.38 2 -0.09 -0.08 0.07 0.08 -0.38 -0.27 0.11 10.46 -0.20 -0.30 3 -0.09 -0.08 0.08 0.09 -0.30 -0.20 0.15 10.00 -0.20 -0.30 4 -0.08 -0.07 0.08 0.09 -0.30 -0.20 0.11 9.54 -0.27 -0.38 5 -0.11 -0.10 0.07 -0.38 -0.26 0.26 12.00 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 1 RLap 0.10 8.57 0.01 MidS 0.26 1.80 0.14 RLap 0.03 0.04 2 LLap -0.08 2.61 0.03 LLap -0.27 4.78 0.06 LLap 0.07 0.01 3 LLap -0.08 2.61 0.03 MidS 0.15 2.13 0.07 LLap 0.05 0.03 4 RLap 0.08 2.61 0.03 RLap -0.27 4.78 0.06 RLap 0.07 0.01 5 LLap -0.10 8.57 0.01 MidS 0.26 1.80 0.14 LLap 0.03 0.04 UNBRACED LENGTHS: ----------------- Bay ---------Minor---------- -------- Mom1/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 1 19.7 15.3 15.3 15.3 3.1 1.2 1.00 1.00 1.00 0.00 0.68 1.14 1.14 1.14 1.75 1.15 2 20.0 1.2 4.4 9.8 3.4 1.2 0.73 0.00 1.00 0.00 0.68 1.13 1.83 1.14 1.80 1.15 3 20.0 1.2 3.1 11.5 3.1 1.2 0.67 0.00 1.00 0.00 0.67 1.16 1.77 1.14 1.77 1.16 4 20.0 1.2 3.4 9.8 4.4 1.2 0.68 0.00 1.00 0.00 0.73 1.15 1.80 1.14 1.83 1.13 5 19.7 1.2 3.1 15.3 15.3 15.3 0.68 0.00 1.00 1.00 1.00 1.15 1.75 1.14 1.14 1.14 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) Bay Member--Member_Left_End(k )--Member_Right_End(k )- Id Part Calc Shear Bear UC Calc Shear Bear UC 1 08ZO89 0.09 2.65 2.80 0.04 Page 41 Of 330 2 08ZO60 0.06 2.65 1.89 0.03 0.06 2.65 1.89 0.03 3 08ZO60 0.06 2.65 1.89 0.03 0.06 2.65 1.89 0.03 4 08ZO60 0.06 2.65 1.89 0.03 0.06 2.65 1.89 0.03 5 08ZO89 0.09 2.65 2.80 0.04 DEFLECTION (Working Load): Span Wind -Pressure Wind -Suction Seis_Pressure Seis_Suction Id Calc Limit Calc Limit Calc Limit Calc Limit ---- 1 ------ -0.24 ----- 2.62 ------ 0.27 ----- 2.62 ----- -0.04 ----- 2.62 ----- 0.04 ----- 2.62 2 -0.07 2.67 0.08 2.67 -0.01 2.67 0.01 2.67 3 -0.16 2.67 0.18 2.67 -0.03 2.67 0.03 2.67 4 -0.07 2.67 0.08 2.67 -0.01 2.67 0.01 2.67 5 -0.24 2.62 0.27 2.62 -0.04 2.62 0.04 2.62 --------------- U24RO307A Wall 2 - Girt Design 5 (Locate 16.00) 5/ 7/24 10:14am GIRT LAYOUT: Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In 1 08C060 16.0000 19.67 2.54 2 56.5 0.00 0.00 56.5 LOAD ID - 0.6Wind Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0.31 -0.31 0.00 -1.18 9.83 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 1 LSup 0.31 2.61 0.12 MidS -1.18 4.29 0.28 RLap 0.21 -0.38 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 1 19.7 3.7 2.7 6.7 2.7 4.0 0.00 0.85 0.97 0.88 0.00 1.57 1.06 1.01 1.05 Page 42 Of 330 1.55 LOAD ID - 0.6Wind Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 -0.35 0.34 0.00 1.31 9.94 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 LSup -0.35 2.61 0.13 MidS 1.31 1.94 0.68 RLap 0.23 0.43 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 19.7 3.7 12.0 12.0 12.0 4.0 0.00 0.95 0.95 0.95 0.00 1.56 1.02 1.02 1.02 1.55 LOAD ID - Seismic Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0.05 -0.05 0.00 -0.20 9.83 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 1 LSup 0.05 2.61 0.02 MidS -0.20 4.29 0.05 LSup 0.00 -0.06 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 1 19.7 3.7 2.7 6.7 2.7 4.0 0.00 0.85 0.97 0.88 0.00 1.57 1.06 1.01 1.05 1.55 Page 43 Of 330 LOAD ID - Seismic Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 -0.05 0.05 0.00 0.20 9.83 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 1 LSup -0.05 2.61 0.02 MidS 0.20 1.94 0.10 LSup 0.00 0.06 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 1 19.7 3.7 12.0 12.0 12.0 4.0 0.00 0.94 0.94 0.94 0.00 1.57 1.02 1.02 1.02 1.55 DEFLECTION (Working Load): Span Wind -Pressure Wind -Suction Seis_Pressure Seis_Suction Id Calc Limit Calc Limit Calc Limit Calc Limit ---- ------ ----- 1 -0.38 2.62 ------ ----- 0.43 2.62 ----- ----- ----- -0.06 2.62 0.06 ----- 2.62 ------------------------------------------------------------------------------ U24R0307A Wall 2 - Girt Design 6 (Locate 16.00) 5/ 7/24 10:14am GIRT LAYOUT: Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In �1� I$IZ:�I�[:�IIIIIII��I�III � � I�III=I�III', 57.4 LOAD ID - 0.6Wind Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup Page 44 Of 330 --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 2 0.32 -0.32 0.00 -1.24 10.00 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 2 LSup 0.32 2.61 0.12 MidS -1.24 4.29 0.29 RLap 0.22 -0.41 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 2 20.0 4.0 2.7 6.7 2.7 4.0 0.00 0.87 1.00 0.87 0.00 1.56 1.05 1.01 1.05 1.56 LOAD ID - 0.6Wind Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 2 -0.35 0.35 0.00 1.36 10.00 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 2 LSup -0.35 2.61 0.13 MidS 1.36 1.94 0.70 LLap 0.24 0.46 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 2 20.0 4.0 12.0 12.0 12.0 4.0 0.00 1.00 1.00 1.00 0.00 1.56 1.02 1.02 1.02 1.56 LOAD ID - Seismic Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 2 0.05 -0.05 0.00 -0.21 10.00 0.00 Page 45 Of 330 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 2 LSup 0.05 2.61 0.02 MidS -0.21 4.29 0.05 LSup 0.00 -0.07 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 2 20.0 4.0 2.7 6.7 2.7 4.0 0.00 0.87 1.00 0.87 0.00 1.56 1.05 1.01 1.05 1.56 LOAD ID - Seismic Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 2 -0.05 0.05 0.00 0.21 10.00 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 2 LSup -0.05 2.61 0.02 MidS 0.21 1.94 0.11 LSup 0.00 0.07 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 2 20.0 4.0 12.0 12.0 12.0 4.0 0.00 1.00 1.00 1.00 0.00 1.56 1.02 1.02 1.02 1.56 DEFLECTION (Working Load): Span Wind -Pressure Wind -Suction Seis_Pressure Seis_Suction Id Calc Limit Calc Limit Calc Limit Calc Limit 2 -0.41 2.67 0.46 2.67 -0.07 2.67 0.07 2.67 U24RO307A Wall 2 - Girt Design 7 (Locate 16.00) 5/ 7/24 10:14am Page 46 Of 330 GIRT LAYOUT: Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In fC�ll i�IlI:Y1�i:�lIlIlI1�4i1�1I1 O&V M1rBKM1x1I1=1x11# 57.4 LOAD ID - 0.6Wind Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 3 0.32 -0.32 0.00 -1.24 10.00 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 3 LSup 0.32 2.61 0.12 MidS -1.24 4.29 0.29 RLap 0.22 -0.41 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 3 20.0 4.0 2.7 6.7 2.7 4.0 0.00 0.87 1.00 0.87 0.00 1.56 1.05 1.01 1.05 1.56 LOAD ID - 0.6Wind Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 3 -0.35 0.35 0.00 1.36 10.00 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 3 LSup -0.35 2.61 0.13 MidS 1.36 1.94 0.70 LLap 0.24 0.46 UNBRACED LENGTHS: ----------------- Page 47 Of 330 Bay ---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 3 20.0 4.0 12.0 12.0 12.0 4.0 0.00 1.00 1.00 1.00 0.00 1.56 1.02 1.02 1.02 1.56 LOAD ID - Seismic Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 3 0.05 -0.05 0.00 -0.21 10.00 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 3 LSup 0.05 2.61 0.02 MidS -0.21 4.29 0.05 LSup 0.00 -0.07 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 3 20.0 4.0 2.7 6.7 2.7 4.0 0.00 0.87 1.00 0.87 0.00 1.56 1.05 1.01 1.05 1.56 LOAD ID - Seismic Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 3 -0.05 0.05 0.00 0.21 10.00 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 3 LSup -0.05 2.61 0.02 MidS 0.21 1.94 0.11 LSup 0.00 0.07 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2------ ----------- Cb----------- Page 48 Of 330 Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 3 20.0 4.0 12.0 12.0 12.0 4.0 0.00 1.00 1.00 1.00 0.00 1.56 1.02 1.02 1.02 1.56 DEFLECTION (Working Load): -------------------------- Span Wind -Pressure Wind -Suction Seis_Pressure Seis_Suction Id Calc Limit Calc Limit Calc Limit Calc Limit ---- ------ ----- ------ ----- ----- ----- ----- ----- 3 -0.41 2.67 0.46 2.67 -0.07 2.67 0.07 2.67 U24RO307A Wall 2 - Girt Design 8 (Locate 16.00) 5/ 7/24 10:14am GIRT LAYOUT: Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In 4 08CO60 16.0000 20.00 2.54 2 57.4 0.00 0.00 57.4 LOAD ID - 0.6Wind Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 4 0.32 -0.32 0.00 -1.24 10.00 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 4 LSup 0.32 2.61 0.12 MidS -1.24 4.29 0.29 RLap 0.22 -0.41 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 4 20.0 4.0 2.7 6.7 2.7 4.0 0.00 0.87 1.00 0.87 0.00 1.56 1.05 1.01 1.05 1.56 Page 49 Of 330 LOAD ID - 0.6Wind Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 4 -0.35 0.35 0.00 1.36 10.00 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 4 LSup -0.35 2.61 0.13 MidS 1.36 1.94 0.70 LLap 0.24 0.46 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 4 20.0 4.0 12.0 12.0 12.0 4.0 0.00 1.00 1.00 1.00 0.00 1.56 1.02 1.02 1.02 1.56 LOAD ID - Seismic Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 4 0.05 -0.05 0.00 -0.21 10.00 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 4 LSup 0.05 2.61 0.02 MidS -0.21 4.29 0.05 LSup 0.00 -0.07 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 4 20.0 4.0 2.7 6.7 2.7 4.0 0.00 0.87 1.00 0.87 0.00 1.56 1.05 1.01 1.05 1.56 LOAD ID - Seismic Suction: ---------------------------- Page 50 Of 330 GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 4 -0.05 0.05 0.00 0.21 10.00 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 4 LSup -0.05 2.61 0.02 MidS 0.21 1.94 0.11 LSup 0.00 0.07 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 4 20.0 4.0 12.0 12.0 12.0 4.0 0.00 1.00 1.00 1.00 0.00 1.56 1.02 1.02 1.02 1.56 DEFLECTION (Working Load): Span Wind -Pressure Wind -Suction Seis_Pressure Seis_Suction Id Calc Limit Calc Limit Calc Limit Calc Limit 4 -0.41 2.67 0.46 2.67 -0.07 2.67 0.07 2.67 U24RO307A Wall 2 - Girt Design 9 (Locate 16.00) 5/ 7/24 10:14am GIRT LAYOUT: Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In 5 08CO60 16.0000 19.67 2.54 2 56.5 0.00 0.00 56.5 LOAD ID - 0.6Wind Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 5 0.31 -0.31 0.00 -1.18 9.83 0.00 Page 51 Of 330 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 5 LSup 0.31 2.61 0.12 MidS -1.18 4.29 0.28 LLap 0.21 -0.38 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 5 19.7 4.0 2.7 6.7 2.7 3.7 0.00 0.88 0.97 0.85 0.00 1.55 1.05 1.01 1.06 1.57 LOAD ID - 0.6Wind Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 5 -0.34 0.35 0.00 1.31 9.73 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 5 RSup 0.35 2.61 0.13 MidS 1.31 1.94 0.68 LLap 0.23 0.43 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 5 19.7 4.0 12.0 12.0 12.0 3.7 0.00 0.95 0.95 0.95 0.00 1.55 1.02 1.02 1.02 1.56 LOAD ID - Seismic Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 5 0.05 -0.05 0.00 -0.20 9.83 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Page 52 Of 330 Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 5 LSup 0.05 2.61 0.02 MidS -0.20 4.29 0.05 LSup 0.00 -0.06 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 5 19.7 4.0 2.7 6.7 2.7 3.7 0.00 0.88 0.97 0.85 0.00 1.55 1.05 1.01 1.06 1.57 LOAD ID - Seismic Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 5 -0.05 0.05 0.00 0.20 9.83 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 5 LSup -0.05 2.61 0.02 MidS 0.20 1.94 0.10 LSup 0.00 0.06 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 5 19.7 4.0 12.0 12.0 12.0 3.7 0.00 0.94 0.94 0.94 0.00 1.55 1.02 1.02 1.02 1.57 DEFLECTION (Working Load): -------------------------- Span Wind -Pressure Wind -Suction Seis_Pressure Seis_Suction Id Calc Limit Calc Limit Calc Limit Calc Limit ---- ------ ----- ------ ----- ----- ----- ----- ----- 5 -0.38 2.62 0.43 2.62 -0.06 2.62 0.06 2.62 U24RO307A Wall 2 - Girt Design 10 (Locate 19.08) 5/ 7/24 10:14am ------------------------------------------------------------------ GIRT LAYOUT: ------------ Available Page 53 Of 330 Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In ------------------ ------ ---- ----- ----- ----- ------ ---- ---- 1 08CO60 19.0833 19.67 2.75 2 56.5 0.00 0.00 56.5 LOAD ID - 0.6Wind Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0.34 -0.34 0.00 -1.31 9.83 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 1 LSup 0.34 2.61 0.13 MidS -1.31 4.30 0.30 RLap 0.23 -0.42 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 1 19.7 3.7 2.7 6.7 2.7 4.0 0.00 0.83 0.97 0.86 0.00 1.57 1.06 1.01 1.05 1.55 LOAD ID - 0.6Wind Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 -0.38 0.37 0.00 1.45 9.94 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 LSup -0.38 2.61 0.15 MidS 1.45 1.94 0.75 RLap 0.26 0.47 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ---------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap Page 54 Of 330 RSup 1 19.7 3.7 12.0 12.0 12.0 4.0 0.00 0.95 0.95 0.95 0.00 1.56 1.03 1.03 1.03 1.55 LOAD ID - Seismic Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0.06 -0.06 0.00 -0.22 9.83 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 LSup 0.06 2.61 0.02 MidS -0.22 4.30 0.05 LSup 0.00 -0.07 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 1 19.7 3.7 2.7 6.7 2.7 4.0 0.00 0.83 0.97 0.86 0.00 1.57 1.06 1.01 1.05 1.55 LOAD ID - Seismic Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 -0.06 0.06 0.00 0.22 9.83 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 LSup -0.06 2.61 0.02 MidS 0.22 1.94 0.11 LSup 0.00 0.07 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---. Page 55 Of 330 1 19.7 3.7 12.0 12.0 12.0 4.0 0.00 0.94 0.94 0.94 0.00 1.57 1.03 1.03 1.03 1.55 DEFLECTION (Working Load): -------------------------- Span Wind -Pressure Wind -Suction Seis_Pressure Seis_Suction Id Calc Limit Calc Limit Calc Limit Calc Limit ---- ------ ----- ------ ----- ----- ----- ----- ----- 1 -0.42 2.62 0.47 2.62 -0.07 2.62 0.07 2.62 U24RO307A Wall 2 - Girt Design 11 (Locate 19.08) 5/ 7/24 10:14am GIRT LAYOUT: ------------ Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In 2 08CO60 19.0833 20.00 2.75 2 57.4 0.00 0.00 57.4 LOAD ID - 0.6Wind Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 2 0.34 -0.34 0.00 -1.37 10.00 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 2 LSup 0.34 2.61 0.13 MidS -1.37 4.30 0.32 LLap 0.24 -0.45 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 2 20.0 4.0 2.7 6.7 2.7 4.0 0.00 0.85 1.00 0.85 0.00 1.56 1.05 1.01 1.05 1.56 LOAD ID - 0.6Wind Suction: Page 56 Of 330 GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 2 -0.38 0.38 0.00 1.51 10.00 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 2 LSup -0.38 2.61 0.14 MidS 1.51 1.94 0.78 LLap 0.26 0.50 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 2 20.0 4.0 12.0 12.0 12.0 4.0 0.00 1.00 1.00 1.00 0.00 1.56 1.02 1.02 1.02 1.56 LOAD ID - Seismic Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 2 0.06 -0.06 0.00 -0.23 10.00 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 2 LSup 0.06 2.61 0.02 MidS -0.23 4.30 0.05 LSup 0.00 -0.08 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 2 20.0 4.0 2.7 6.7 2.7 4.0 0.00 0.85 1.00 0.85 0.00 1.56 1.05 1.01 1.05 1.56 LOAD ID - Seismic Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Page 57 Of 330 Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 2 -0.06 0.06 0.00 0.23 10.00 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 2 LSup -0.06 2.61 0.02 MidS 0.23 1.94 0.12 LSup 0.00 0.08 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 2 20.0 4.0 12.0 12.0 12.0 4.0 0.00 1.00 1.00 1.00 0.00 1.56 1.02 1.02 1.02 1.56 DEFLECTION (Working Load): -------------------------- Span Wind -Pressure Wind -Suction Seis_Pressure Seis_Suction Id Calc Limit Calc Limit Calc Limit Calc Limit 2 -0.45 2.67 0.50 2.67 -0.08 2.67 0.08 2.67 --------------- U24RO307A Wall 2 - Girt Design 12 (Locate 19.08) 5/ 7/24 10:14am GIRT LAYOUT: Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In 3 08CO60 19.0833 20.00 2.75 2 57.4 0.00 0.00 57.4 LOAD ID - 0.6Wind Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 3 0.34 -0.34 0.00 -1.37 10.00 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit Page 58 Of 330 --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 3 LSup 0.34 2.61 0.13 MidS -1.37 4.30 0.32 LLap 0.24 -0.45 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 3 20.0 4.0 2.7 6.7 2.7 4.0 0.00 0.85 1.00 0.85 0.00 1.56 1.05 1.01 1.05 1.56 LOAD ID - 0.6Wind Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 3 -0.38 0.38 0.00 1.51 10.00 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 3 LSup -0.38 2.61 0.14 MidS 1.51 1.94 0.78 LLap 0.26 0.50 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 3 20.0 4.0 12.0 12.0 12.0 4.0 0.00 1.00 1.00 1.00 0.00 1.56 1.02 1.02 1.02 1.56 LOAD ID - Seismic Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 3 0.06 -0.06 0.00 -0.23 10.00 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 3 LSup 0.06 2.61 0.02 MidS -0.23 4.30 0.05 LSup 0.00 -0.08 Page 59 Of 330 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 3 20.0 4.0 2.7 6.7 2.7 4.0 0.00 0.85 1.00 0.85 0.00 1.56 1.05 1.01 1.05 1.56 LOAD ID - Seismic Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 3 -0.06 0.06 0.00 0.23 10.00 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 3 LSup -0.06 2.61 0.02 MidS 0.23 1.94 0.12 LSup 0.00 0.08 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 3 20.0 4.0 12.0 12.0 12.0 4.0 0.00 1.00 1.00 1.00 0.00 1.56 1.02 1.02 1.02 1.56 DEFLECTION (Working Load): Span Wind -Pressure Wind -Suction Seis_Pressure Seis_Suction Id Calc Limit Calc Limit Calc Limit Calc Limit ---- ------ ----- 3 -0.45 2.67 ------ ----- 0.50 2.67 ----- ----- ----- -0.08 2.67 0.08 ----- 2.67 U24RO307A Wall 2 - Girt Design 13 (Locate 19.08) 5/ 7/24 10:14am GIRT LAYOUT: Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In Page ------------------ ------ ---- ----- ----- ----- ------ ---- ---- 4 08CO60 19.0833 20.00 2.75 2 57.4 0.00 0.00 57.4 LOAD ID - 0.6Wind Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 4 0.34 -0.34 0.00 -1.37 10.00 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 4 LSup 0.34 2.61 0.13 MidS -1.37 4.30 0.32 LLap 0.24 -0.45 60 Of 330 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 4 20.0 4.0 2.7 6.7 2.7 4.0 0.00 0.85 1.00 0.85 0.00 1.56 1.05 1.01 1.05 1.56 LOAD ID - 0.6Wind Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 4 -0.38 0.38 0.00 1.51 10.00 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 4 LSup -0.38 2.61 0.14 MidS 1.51 1.94 0.78 LLap 0.26 0.50 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup Page 61 Of 330 4 20.0 4.0 12.0 12.0 12.0 4.0 0.00 1.00 1.00 1.00 0.00 1.56 1.02 1.02 1.02 1.56 LOAD ID - Seismic Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 4 0.06 -0.06 0.00 -0.23 10.00 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 4 LSup 0.06 2.61 0.02 MidS -0.23 4.30 0.05 LSup 0.00 -0.08 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 4 20.0 4.0 2.7 6.7 2.7 4.0 0.00 0.85 1.00 0.85 0.00 1.56 1.05 1.01 1.05 1.56 LOAD ID - Seismic Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 4 -0.06 0.06 0.00 0.23 10.00 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 4 LSup -0.06 2.61 0.02 MidS 0.23 1.94 0.12 LSup 0.00 0.08 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 4 20.0 4.0 12.0 12.0 12.0 4.0 0.00 1.00 1.00 1.00 0.00 1.56 1.02 1.02 1.02 1.56 Page 62 Of 330 DEFLECTION (Working Load): Span Wind -Pressure Wind -Suction Seis_Pressure Seis_Suction Id Calc Limit Calc Limit Calc Limit Calc Limit ---- ------ ----- 4 -0.45 2.67 ------ ----- 0.50 2.67 ----- ----- ----- -0.08 2.67 0.08 ----- 2.67 U24RO307A Wall 2 - Girt Design -------------------------------------- 14 (Locate 19.08) 5/ 7/24 10:14am --------------- GIRT LAYOUT: Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In 5 08C060 19.0833 19.67 2.75 2 56.5 0.00 0.00 56.5 LOAD ID - 0.6Wind Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 5 0.34 -0.34 0.00 -1.31 9.83 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 5 LSup 0.34 2.61 0.13 MidS -1.31 4.30 0.30 LLap 0.23 -0.42 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 5 19.7 4.0 2.7 6.7 2.7 3.7 0.00 0.86 0.97 0.83 0.00 1.55 1.05 1.01 1.06 1.57 LOAD ID - 0.6Wind Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Page 63 Of 330 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 5 -0.37 0.38 0.00 1.45 9.73 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 5 RSup 0.38 2.61 0.15 MidS 1.45 1.94 0.75 LLap 0.26 0.47 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 5 19.7 4.0 12.0 12.0 12.0 3.7 0.00 0.95 0.95 0.95 0.00 1.55 1.03 1.03 1.03 1.56 LOAD ID - Seismic Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 5 0.06 -0.06 0.00 -0.22 9.83 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 5 LSup 0.06 2.61 0.02 MidS -0.22 4.30 0.05 LSup 0.00 -0.07 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 5 19.7 4.0 2.7 6.7 2.7 3.7 0.00 0.86 0.97 0.83 0.00 1.55 1.05 1.01 1.06 1.57 LOAD ID - Seismic Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- Page 64 Of 330 5 -0.06 0.06 0.00 0.22 9.83 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 5 LSup -0.06 2.61 0.02 MidS 0.22 1.94 0.11 LSup 0.00 0.07 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 5 19.7 4.0 12.0 12.0 12.0 3.7 0.00 0.94 0.94 0.94 0.00 1.55 1.03 1.03 1.03 1.57 DEFLECTION (Working Load): Span Wind -Pressure Wind -Suction Seis_Pressure Seis_Suction Id Calc Limit Calc Limit Calc Limit Calc Limit 5 -0.42 2.62 0.47 2.62 -0.07 2.62 0.07 2.62 U24RO307A Wall 2 - Door Jamb & Header Design 5/ 7/24 10:14am LAYOUT: Reduction Open Bay Load Factor Id Id Locate Part Length Width Weight Out In 3 1 JambL J08CO60 3.08 6.00 8.9 0.00 0.00 JambR J08CO60 3.08 6.00 8.9 0.00 0.00 4 2 JambL J08CO60 3.08 6.00 8.9 0.00 0.00 JambR J08CO60 3.08 6.00 8.9 0.00 0.00 5 3 JambL J08CO60 3.08 6.00 8.9 0.00 0.00 JambR J08CO60 3.08 6.00 8.9 0.00 0.00 6 4 JambL J08CO60 3.08 6.00 8.9 0.00 0.00 JambR J08CO60 3.08 6.00 8.9 0.00 0.00 7 5 JambL J08CO60 3.08 6.00 8.9 0.00 0.00 JambR J08CO60 3.08 6.00 8.9 0.00 0.00 STRENGTH/DEFLECTION: Open Load --Shear(k )- --Moment(ft,f-k )- Mom+ Max Deflect(in) Id Member Id Calc Limit Loc Calc Limit Shear UC Calc Limit ---- ------ ---- 3 JambL WP ------ 0.12 ----- 2.6 ----- 1.54 ------ -0.09 ----- 4.9 ----- 0.00 ---- 0.04 ----- 0.00 ----- 0.41 WS -0.13 2.6 1.54 0.10 4.1 0.00 0.05 0.00 0.41 SP 0.02 2.6 1.54 -0.01 4.9 0.00 0.01 0.00 0.41 SS -0.02 2.6 1.54 0.01 4.1 0.00 0.01 0.00 0.41 JambR WP 0.12 2.6 1.54 -0.09 4.9 0.00 0.04 0.00 0.41 WS -0.13 2.6 1.54 0.10 4.1 0.00 0.05 0.00 0.41 Page SP 0.02 2.6 1.54 -0.01 4.9 0.00 0.01 0.00 0.41 SS -0.02 2.6 1.54 0.01 4.1 0.00 0.01 0.00 0.41 4 JambL WP 0.12 2.6 1.54 -0.09 4.9 0.00 0.04 0.00 0.41 WS -0.13 2.6 1.54 0.10 4.1 0.00 0.05 0.00 0.41 SP 0.02 2.6 1.54 -0.01 4.9 0.00 0.01 0.00 0.41 SS -0.02 2.6 1.54 0.01 4.1 0.00 0.01 0.00 0.41 JambR WP 0.12 2.6 1.54 -0.09 4.9 0.00 0.04 0.00 0.41 WS -0.13 2.6 1.54 0.10 4.1 0.00 0.05 0.00 0.41 SP 0.02 2.6 1.54 -0.01 4.9 0.00 0.01 0.00 0.41 SS -0.02 2.6 1.54 0.01 4.1 0.00 0.01 0.00 0.41 5 JambL WP 0.12 2.6 1.54 -0.09 4.9 0.00 0.04 0.00 0.41 WS -0.13 2.6 1.54 0.10 4.1 0.00 0.05 0.00 0.41 SP 0.02 2.6 1.54 -0.01 4.9 0.00 0.01 0.00 0.41 SS -0.02 2.6 1.54 0.01 4.1 0.00 0.01 0.00 0.41 JambR WP 0.12 2.6 1.54 -0.09 4.9 0.00 0.04 0.00 0.41 WS -0.13 2.6 1.54 0.10 4.1 0.00 0.05 0.00 0.41 SP 0.02 2.6 1.54 -0.01 4.9 0.00 0.01 0.00 0.41 SS -0.02 2.6 1.54 0.01 4.1 0.00 0.01 0.00 0.41 6 JambL WP 0.12 2.6 1.54 -0.09 4.9 0.00 0.04 0.00 0.41 WS -0.13 2.6 1.54 0.10 4.1 0.00 0.05 0.00 0.41 SP 0.02 2.6 1.54 -0.01 4.9 0.00 0.01 0.00 0.41 SS -0.02 2.6 1.54 0.01 4.1 0.00 0.01 0.00 0.41 JambR WP 0.12 2.6 1.54 -0.09 4.9 0.00 0.04 0.00 0.41 WS -0.13 2.6 1.54 0.10 4.1 0.00 0.05 0.00 0.41 SP 0.02 2.6 1.54 -0.01 4.9 0.00 0.01 0.00 0.41 SS -0.02 2.6 1.54 0.01 4.1 0.00 0.01 0.00 0.41 7 JambL WP 0.12 2.6 1.54 -0.09 4.9 0.00 0.04 0.00 0.41 WS -0.13 2.6 1.54 0.10 4.1 0.00 0.05 0.00 0.41 SP 0.02 2.6 1.54 -0.01 4.9 0.00 0.01 0.00 0.41 SS -0.02 2.6 1.54 0.01 4.1 0.00 0.01 0.00 0.41 JambR WP 0.12 2.6 1.54 -0.09 4.9 0.00 0.04 0.00 0.41 WS -0.13 2.6 1.54 0.10 4.1 0.00 0.05 0.00 0.41 SP 0.02 2.6 1.54 -0.01 4.9 0.00 0.01 0.00 0.41 SS -0.02 2.6 1.54 0.01 4.1 0.00 0.01 0.00 0.41 WP - 0.6Wind Pressure WS - 0.6Wind Suction SP - Seismic Pressure SS - Seismic Suction UNBRACED LENGTHS: Open ---Minor--- Moml/Mom2 ----Cb--- Id Member Major Out In Out In Out In ---- 3 ------ JambL ------ 3.08 ----- 3.08 ----- 3.08 ---- 1.00 ---- 1.00 ---- 1.14 ---- 1.14 JambR 3.08 3.08 3.08 1.00 1.00 1.14 1.14 4 JambL 3.08 3.08 3.08 1.00 1.00 1.14 1.14 JambR 3.08 3.08 3.08 1.00 1.00 1.14 1.14 5 JambL 3.08 3.08 3.08 1.00 1.00 1.14 1.14 JambR 3.08 3.08 3.08 1.00 1.00 1.14 1.14 6 JambL 3.08 3.08 3.08 1.00 1.00 1.14 1.14 JambR 3.08 3.08 3.08 1.00 1.00 1.14 1.14 7 JambL 3.08 3.08 3.08 1.00 1.00 1.14 1.14 JambR 3.08 3.08 3.08 1.00 1.00 1.14 1.14 JAMB/GIRT LAYOUT: ----------------- Bot Top 65 Of 330 Page 66 Of 330 Open Girt Girt Id Member (ft) (ft) 3 JambL 16.00 19.08 JambR 16.00 19.08 4 JambL 16.00 19.08 JambR 16.00 19.08 5 JambL 16.00 19.08 JambR 16.00 19.08 6 JambL 16.00 19.08 JambR 16.00 19.08 7 JambL 16.00 19.08 JambR 16.00 19.08 JAMB/GIRT LOADING: Interior_Girt_Locations(ft) --------------------------- Support Jamb Open Load Reaction(k ) Load Id Member Id Bot Top (k/ft) 3 JambL WP 0.12 0.12 -0.075 WS -0.13 -0.13 0.082 SP 0.02 0.02 -0.013 SS -0.02 -0.02 0.013 JambR WP 0.12 0.12 -0.075 WS -0.13 -0.13 0.082 SP 0.02 0.02 -0.013 SS -0.02 -0.02 0.013 4 JambL WP 0.12 0.12 -0.075 WS -0.13 -0.13 0.082 SP 0.02 0.02 -0.013 SS -0.02 -0.02 0.013 JambR WP 0.12 0.12 -0.075 WS -0.13 -0.13 0.082 SP 0.02 0.02 -0.013 SS -0.02 -0.02 0.013 5 JambL WP 0.12 0.12 -0.075 WS -0.13 -0.13 0.082 SP 0.02 0.02 -0.013 SS -0.02 -0.02 0.013 JambR WP 0.12 0.12 -0.075 WS -0.13 -0.13 0.082 SP 0.02 0.02 -0.013 SS -0.02 -0.02 0.013 6 JambL WP 0.12 0.12 -0.075 WS -0.13 -0.13 0.082 SP 0.02 0.02 -0.013 SS -0.02 -0.02 0.013 JambR WP 0.12 0.12 -0.075 WS -0.13 -0.13 0.082 SP 0.02 0.02 -0.013 SS -0.02 -0.02 0.013 7 JambL WP 0.12 0.12 -0.075 WS -0.13 -0.13 0.082 SP 0.02 0.02 -0.013 SS -0.02 -0.02 0.013 JambR WP 0.12 0.12 -0.075 WS -0.13 -0.13 0.082 SP 0.02 0.02 -0.013 SS -0.02 -0.02 0.013 Load_At_Girt_Locations(k ) Page 67 Of 330 JAMB/GIRT LAYOUT: ----------------- JAMB MOMENTS: ------------- Open Load Id Member Id 3 JambL WP WS SP SS JambR WP WS SP SS 4 JambL WP WS SP SS JambR WP WS SP SS 5 JambL WP WS SP SS JambR WP WS SP SS 6 JambL WP WS SP SS JambR WP WS SP SS 7 JambL WP WS SP SS JambR WP WS SP SS U24RO307A PANEL DATA: Bay Id Part 5 RRW2680- -Max(ft,f-k )- Locate Moment Moment_At_Girt_Locations(f-k ) ------------- ------------------------------ 1.54 -0.09 1.54 0.10 1.54 -0.01 1.54 0.01 1.54 -0.09 1.54 0.10 1.54 -0.01 1.54 0.01 1.54 -0.09 1.54 0.10 1.54 -0.01 1.54 0.01 1.54 -0.09 1.54 0.10 1.54 -0.01 1.54 0.01 1.54 -0.09 1.54 0.10 1.54 -0.01 1.54 0.01 1.54 -0.09 1.54 0.10 1.54 -0.01 1.54 0.01 1.54 -0.09 1.54 0.10 1.54 -0.01 1.54 0.01 1.54 -0.09 1.54 0.10 1.54 -0.01 1.54 0.01 1.54 -0.09 1.54 0.10 1.54 -0.01 1.54 0.01 1.54 -0.09 1.54 0.10 1.54 -0.01 1.54 0.01 Wall 2 - Panel Design (Bay 5) Rot Type Gage Yield N RRW 26.00 80.0 Rotation Panel Stiffness Height 0.44 21.50 5/ 7/24 10:14am Page 68 Of 330 MOMENTS & DEFLECTION: --------------------- Span Locate (ft) Id Start End Load 1 0.00 4.00 WP WS 2 4.00 7.50 WP WS 3 7.50 14.00 WP WS 4 14.00 16.00 WP WS 5 16.00 19.08 WP WS 6 19.08 21.50 WP WS -------------- Moment(ft-lb/ft)------------- Start Midspan End Max Deflect(in) Calc Limit Calc Limit Calc Limit UC Calc Limit 0.0 138.3 -22.6 138.3 17.5 113.3 0.16 -0.04 0.53 0.0 113.3 30.2 113.3 -23.3 138.3 0.27 0.05 0.53 17.5 113.3 4.8 113.3 42.5 113.3 0.38 0.02 0.47 -23.3 138.3 -6.4 138.3 -56.6 138.3 0.41 -0.03 0.47 42.5 113.3 -36.2 138.3 47.6 113.3 0.42 -0.15 0.87 -56.6 138.3 48.2 113.3 -63.5 138.3 0.46 0.19 0.87 47.7 113.3 16.2 113.3 0.1 113.3 0.42 0.01 0.27 -63.5 138.3 -21.6 138.3 -0.2 138.3 0.46 -0.01 0.27 0.1 113.3 -11.4 138.3 15.1 113.3 0.13 -0.01 0.41 -0.2 138.3 15.2 113.3 -20.2 138.3 0.15 0.01 0.41 15.1 113.3 -4.9 138.3 0.0 138.3 0.13 0.00 0.32 -20.2 138.3 6.6 113.3 0.0 113.3 0.15 0.00 0.32 WP - 0.6Wind Pressure WS - 0.6Wind Suction ----------------------------------------- U24R0307A Wall 2 - Panel Zones PANEL: Tensile Thick Yield Strength Part (in) (ksi ) (ksi ) -------- -------------------- RRW2680- 0.019 80.00 61.50 GIRT SCREWS: ------------ Dia Washer Limit Part (in) (in) (k ) H1045 0.22 0.44 2.80 PANEL ZONE LAYOUT: ------------------ -------------------------------- 5/ 7/24 10:14am --Girt(ft,ft,in)-- Zone ---- Wall(ft)--- Bay Load Min Id Description Offsetl Offset2 Id Locate Width Thick ---- 1 ------------- Interior ------- 4.00 ------- 96.00 --- 2 ------ 7.50 ----- 7.00 ----- 0.060 2 Lt Edge 0.00 4.00 1 7.50 5.00 0.060 3 Rt Edge 96.00 100.00 5 7.50 5.00 0.060 GIRT SCREW CHECK: Screw Wind--------Limit(k )------- Zone Space Suction Load Girt Panel Screw Max Id (ft) (psf ) (k ) Pullout Pullover Tension UC 1 1.00 16.66 0.12 0.26 0.25 0.75 0.46 Panel Span (ft) 6.50 6.50 6.50 Page 69 Of 330 2 1.00 20.49 0.10 0.26 0.25 0.75 0.40 3 1.00 20.49 0.10 0.26 0.25 0.75 0.40 U24R0307A Wall 2 - Weight Summary 5/ 7/24 10:14am -------------------------------------------------------------------------------- Girts = 1479.56 Jambs/Headers = 88.55 1568.11 U24R0307A Wall 2 - Warning Summary 5/ 7/24 10:14am -------------------------------------------------------------------------------- .. No Warnings Page 70 Of 330 *U24R0307A Sidewall Design Input 5/ 7/24 10:14am *---------- --------------------------------------------------------------------- 1) JOBID: 'U24R0307A' *( 2)PROGRAM OPTIONS: *Sidewall Run Run Lap * Id Girt Panel Stiff 'B' 'Y' 'N' 1.00 *( 3)DESIGN CODE: *Design --- Steel -Code --- ---Build--- Code Seismic * Code Cold Hot Country Code Year Label Zone 'WS' 'NAUS16 ' 'AISC16' ' ----' 'IBC ' 121' 'IBC 21 ' 'D ' *( 4)DESIGN CONSTANTS: * --- Strength -Factors -- Stress -Ratio ---Seismic--- * Girt Panel Wind Frame Brace 1.00 1.00 1.0000 1.0000 1.2000 *( 5)STEEL YIELDS: * Web Flg C_Sec W_Sec R_Sec 55.0 55.0 55.0 55.0 50.0 *( 6)DEFLECTION LIMITS: * ---Girt--- --Panel--- * Wall Facia Wall Facia 90. 90. 90. 90. *( 7)REPORTS: P_Sec T_Sec U_Sec EP BP 42.0 46.0 50.0 55.0 55.0 * Input Wall Door Wall * Echo Girt Jamb Panel ' Y ' ' 2 ' ' 3 ' ' Y ' *( 8)BUILDING LAYOUT: *---------Build---------- ----- Left -Expand _EW----- ----- Right -Expand _EW---- * Type Width Length Use Opt Extend Offset Use Opt Extend Offset 'FF-' 40.0000 100.0000 'N ' '-' 0.000 0.000 'N ' '-' 0.000 0.000 *( 9)WALL LAYOUT: * Id Use Type Opt Start Length 4 'BACK 1 '-' '-' 0.0000 100.0000 *(10)SURFACE SHAPE: * No. X_Coord Y_Coord Offset 3 0.0000 25.0000 8.000 40.0000 21.6667 8.000 40.0000 0.0000 8.000 *(11)SIDEWALL BAY SPACING: * No. --- Bay_Set--- * Sets Width Quan 5 20.0000 1 20.0000 1 20.0000 1 20.0000 1 Page 71 Of 330 20.0000 1 *(12)WALL OPENINGS: * ----Bay--- Sill Base Set Panel JambL/JambR/Header/Sill *No. Id Id Offset Type Width Height Height Elev Depth Opt Type 10 9 1 4.0000 85 12.0000 14.0000 0.0000 0.000 0.000 'Y' 'CU' 'CU' 'CUT 'CU' 10 1 4.0000 33 12.0000 20.4167 17.3333 0.000 0.000 'Y' 'CU' 'CUT 'CU' 'CU' 11 2 4.0000 33 12.0000 20.4167 17.3333 0.000 0.000 'Y' 'CU' 'CU' 'CU' 'CUT 12 2 4.0000 85 12.0000 14.0000 0.0000 0.000 0.000 'Y' 'CU' 'CU' 'CU' 'CUT 13 3 4.0000 85 12.0000 14.0000 0.0000 0.000 0.000 'Y' 'CUT 'CU' 'CU' 'CU' 14 3 4.0000 33 12.0000 20.4167 17.3333 0.000 0.000 'Y' 'CU' 'CU' 'CU' 'CU' 15 4 4.0000 85 12.0000 14.0000 0.0000 0.000 0.000 'Y' 'CUT 'CUT 'CU' Part Page 72 Of 330 'CUT 16 4 4.0000 33 12.0000 20.4167 17.3333 0.000 0.000 'Y' 'CUT ICU 'CUT 'CUT 17 5 4.0000 33 12.0000 20.4167 17.3333 0.000 0.000 'Y' 'CUT 'CU' 'CU' 'CUT 18 5 4.0000 85 12.0000 14.0000 0.0000 0.000 0.000 'Y' 'CUT 'CUT ICU' ICU' I *(13)PARTIAL WALLS: *--Bay—Id - ----Offset---- Jamb Base Top Full —Load ------Panel------ Deflect Limit *No. Id Use Opt Start End Start End Height Type Type Type Girt Col Part Opt Rot Girt Panel 1 3 'P' 'O' 1 5 0.0000 0.0000 4.0000 '-' '-' '-' 'N' 'Y' '--------' '-' '-' 90.0 90.0 *(14)GIRT DESIGN: *Girt--Flange_Strap-- Set Set Max *Type Out In Space Depth Lap Space 'ZB' 'N' 'N' 7.0000 8.000 0.0000 7.5000 *(15)GIRT LOCATION: * Set * Loc No. Location 'P' 4 7.5000 14.0000 17.3333 23.9167 *(16)SPECIAL GIRT: *--Bay_Id-- *No. Start End Height Type Rot Part Use 3 1 5 17.333 'CO' 'D' '-' '-' 1 5 23.917 'ZO' 'D' '-' '-' 2 4 14.000 'CO' 'D' 108CO67' '-' *(17)PANELS/GUTTERS: *--Wall Panel-- -----Gutter----- ------Insulation----- Stand * Part Rot Use Type Width Use Thick Part Seam IRRW2680-' '-' '-' 'N' 0.000 'O' 6.000 '--------' 'Y' *(18)LINER PANELS: *--Bay_Id- Flange *No. Start End Height Part Opt Page 73 Of 330 0 *(19)FACIA/PARAPET: *-Bay_Id-- Horz-Vertical—Size- --Edge—Extend- Beam * No. Id Type Opt Start End Width Elev Height Left Right Mount Lap 0 *(20)FACIA/PARAPET GIRTS: *Ext ---Top-- Interior -Gutter- Set *Id Type Rot Type Rot Type Rot Depth *(21)FACIA/PARAPET PANELS: *Ext Front -----Back---- Angle *Id Part Part Rot Spacing *(22)LOAD GROUPS: * Group *No. Id Description 1 '-' 'Standard ' *(23)BASIC LOADS: * ---Deflection--- Wind *Group Basic Load —Ratio Load ---Seismic--- * Id Wind Snow Wind Seis Factor Dead Coeff '-' 23.73 1.00 0.60 1.00 0.60 7.00 0.4641 *(24)EDGE ZONE: * ---Ratio--- *Group-Left_Zone---Right—Zone- Girt/ * Id Width Base Width Base Jamb Panel '-' 4.000 0.000 4.000 0.000 1.07 1.23 *(25)WIND PRESSURE/SUCTION: *Group Wind Wind * Id Press Suct '-' 20.73 -22.86 Girt/Header '-' 25.63 -27.77 Panel '-' 20.73 -22.86 Jamb '-' 0.00 0.00 Parapet Girt * (26) GIRT LAPS: * Data ------Set-1 ------- ------Set-2 ------- ------Set 3------- * Opt Sets Left Right Quan Left Right Quan Left Right Quan '-' 0 *(27)GIRT STRAPS: * Data ---Set-1 --- ---Set-2 --- ---Set-3 --- ---Set 4--- *Opt Sets Strap Quan Strap Quan Strap Quan Strap Quan '-' 0 *(28)EXPANSION JOINTS: * No. Expansion —Location 0 *(29)BEAMS: * Bay *No. Id Use Height Offset Locatel Locate2 1 3 'WB' 25.0000 0.5000 0.0000 20.0000 *(30)DESIGN CODE OPTIONS: *No. Event 0 Condition Page 74 Of 330 *(31)PANEL SCREWS: * No. Washer *Zone Zone Part Dia Limit Dia ------- Spacing ------ 2 'INT ' 'H1045 10.216 2.800 0.438 12.000 0.000 0.000 'EDGE' 'H1045 10.216 2.800 0.438 12.000 0.000 0.000 *(32)GIRT LAYOUT: * Bay -----Extend---- Frame -Opt -Frame-Id- No. Id Locate Type Rot Opt Part Left Right Left Right Left Right 0 * Code files used: * IBC.21 * EW IBC.21 Version 4.0 U24RO307A Wall 4 - Design Code 5/ 7/24 10:15am STRUCTURAL CODE: ---------------- Design Basis : WS - Working Stress Hot Rolled Steel : AISC16 Cold Formed Steel : NAUS16 BUILDING CODE: -------------- Wind Code IBC 21 Seismic Zone D MODULUS OF ELASTICITY: ---------------------- Hot Rolled Steel : 29000 (ksi ) Cold Formed Steel : 29500 (ksi ) U24RO307A Wall 4 - Bypass Girt Layout GIRT LAYOUT: ------------ Des Bay Locate Id Id Part ------ --- ----------- 7.50 1 1 08ZO60 2 1 08ZO60 2 08ZO60 3 2 08ZO60 3 08ZO60 4 3 08ZO60 4 08ZO60 5 4 08ZO60 5 08ZO60 6 5 08ZO60 ------ --- ----------- 5/ 7/24 10:15am Bay -Offset Design ---Extend------Max_Load--- Start End Length Left Right Weight Id UC Report Rot ----- ----- ------ ----- ----- ------ -- ----------- --- 0.00 4.00 3.67 0.00 0.00 10.5 WS 0.05 Shear D 16.00 20.00 3.67 0.00 0.00 10.5 WS 0.91 Mom+Shr D 0.00 4.00 3.67 0.00 0.00 10.5 WS 0.91 Mom+Shr D 16.00 20.00 3.67 0.00 0.00 10.5 WS 0.84 Mom+Shr D 0.00 4.00 3.67 0.00 0.00 10.5 WS 0.84 Mom+Shr D 16.00 20.00 3.67 0.00 0.00 10.5 WS 0.84 Mom+Shr D 0.00 4.00 3.67 0.00 0.00 10.5 WS 0.84 Mom+Shr D 16.00 20.00 3.67 0.00 0.00 10.5 WS 0.91 Mom+Shr D 0.00 4.00 3.67 0.00 0.00 10.5 WS 0.91 Mom+Shr D 16.00 20.00 3.67 0.00 0.00 10.5 WS 0.05 Shear D ----- ----- ------ ----- ----- ------ -- ----------- --- Page 75 Of 330 14.00 7 1 08CO89 8 2 08CO67 9 3 08CO67 10 4 08CO67 11 5 08CO89 ------ --- 17.33 12 --- 1 -------- 08CO75 13 2 08CO89 14 3 08CO89 15 4 08CO89 16 5 08CO75 ------ --- 23.92 17 --- 1 -------- 08ZO99 18 2 08ZO99 19 3 08ZO99 20 4 08ZO99 21 5 08ZO99 GIRT INSIDE FLANGE BRACE: ------------------------- No._Brace/Bay 1 2 3 4 5 0 0 0 0 0 0.00 20.00 19.67 0.00 0.00 83.8 0.00 20.00 20.00 0.00 0.00 64.1 0.00 20.00 20.00 0.00 0.00 64.1 0.00 20.00 20.00 0.00 0.00 64.1 0.00 20.00 19.67 0.00 0.00 83.8 ----- 0.00 ----- 20.00 ------ 19.67 ----- 0.00 ----- ------ 0.00 70.6 0.00 20.00 20.00 0.00 0.00 85.2 0.00 20.00 20.00 0.00 0.00 85.2 0.00 20.00 20.00 0.00 0.00 85.2 0.00 20.00 19.67 0.00 0.00 70.6 ----- 0.00 ----- 20.00 ------ 19.67 ----- 0.00 ----- ------ 0.00 93.2 0.00 20.00 20.00 0.00 0.00 94.8 0.00 20.00 20.00 0.00 0.00 94.8 0.00 20.00 20.00 0.00 0.00 94.8 0.00 20.00 19.67 0.00 0.00 93.2 WS - 0.6Wind Suction U24RO307A Wall 4 - Girt Design 1 (Locate 7.50) GIRT LAYOUT: ------------ Bay Design --Lap(ft)-- Load No. Id Part Locate Length Left Right Width Brace ----------- 1 08ZO60 ------- ------ 7.5000 3.67 ---- ----- ----- 5.00 ----- 0 LOAD ID - 0.6Wind Pressure: ---------------------------- WS 0.99 Moment U WS 0.84 Moment U WS 0.88 Moment U WS 0.84 Moment U WS 0.99 Moment U -- WS ---- 1.00 ------- Moment --- D WS 0.86 Moment D WS 0.86 Moment D WS 0.86 Moment D WS 1.00 Moment D -- WS ---- 0.90 ------- Moment --- D WS 0.93 Moment D WS 0.93 Moment D WS 0.93 Moment D WS 0.90 Moment D 5/ 7/24 10:15am Available Reduction Factor Weight Out In 10.5 0.00 0.00 10.5 GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0.11 -0.11 0.00 -0.10 1.83 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 1 LSup 0.11 2.61 0.04 MidS -0.10 4.51 0.02 LLap 0.03 0.00 Page 76 Of 330 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 1 3.7 3.7 3.7 3.7 3.7 3.7 1.00 1.00 1.00 1.00 1.00 1.14 1.14 1.14 1.14 1.14 LOAD ID - 0.6Wind Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 -0.13 0.13 0.00 0.12 1.83 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 LSup -0.13 2.61 0.05 MidS 0.12 3.59 0.03 LLap 0.03 0.00 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 3.7 3.7 3.7 3.7 3.7 3.7 1.00 1.00 1.00 1.00 1.00 1.14 1.14 1.14 1.14 1.14 LOAD ID - Seismic Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0.03 -0.03 0.00 -0.03 1.83 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 1 LSup 0.03 2.61 0.01 MidS -0.03 4.51 0.01 LSup 0.00 0.00 UNBRACED LENGTHS: Page 77 Of 330 ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 3.7 3.7 3.7 3.7 3.7 3.7 1.00 1.00 1.00 1.00 1.00 1.14 1.14 1.14 1.14 1.14 LOAD ID - Seismic Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 -0.03 0.03 0.00 0.03 1.83 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 1 LSup -0.03 2.61 0.01 MidS 0.03 3.59 0.01 LSup 0.00 0.00 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Mom1/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 1 3.7 3.7 3.7 3.7 3.7 3.7 1.00 1.00 1.00 1.00 1.00 1.14 1.14 1.14 1.14 1.14 DEFLECTION (Working Load): Span Wind -Pressure Wind -Suction Seis_Pressure Seis_Suction Id Calc Limit Calc Limit Calc Limit Calc Limit ---- ------ ----- 1 0.00 0.49 ------ ----- 0.00 0.49 ----- ----- 0.00 0.49 ----- 0.00 ----- 0.49 U24RO307A Wall 4 - Girt Design 2 (Locate 7.50) 5/ 7/24 10:15am GIRT LAYOUT: Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In 1 08ZO60 7.5000 3.67 5.00 0 10.5 0.00 0.00 2 08ZO60 7.5000 3.67 5.00 0 10.5 0.00 0.00 21.1 Page 78 Of 330 LOAD ID - 0.6Wind Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 -0.82 -1.05 0.00 1.61 1.83 3.44 2 1.05 0.82 3.44 1.61 1.83 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 RSup -1.05 2.61 0.40 RSup 3.44 3.90 0.88 RSup 0.83 0.02 2 LSup 1.05 2.61 0.40 LSup 3.44 3.90 0.88 LSup 0.83 -0.22 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 1 3.7 3.7 3.7 3.7 3.7 3.7 0.00 0.00 0.00 0.00 0.00 1.73 1.73 1.73 1.73 1.73 2 3.7 3.7 3.7 3.7 3.7 3.7 0.00 0.00 0.00 0.00 0.00 1.73 1.73 1.73 1.73 1.73 LOAD ID - 0.6Wind Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 0.91 1.16 0.00 -1.78 1.83 -3.80 2 -1.16 -0.91 -3.80 -1.78 1.83 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 RSup 1.16 2.61 0.45 RSup -3.80 4.78 0.80 RSup 0.91 -0.02 2 LSup -1.16 2.61 0.45 LSup -3.80 4.78 0.80 LSup 0.91 0.24 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2------ ----------- Cb----------- Page 79 Of 330 Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 1 3.7 3.7 3.7 3.7 3.7 3.7 0.00 0.00 0.00 0.00 0.00 1.73 1.73 1.73 1.73 1.73 2 3.7 3.7 3.7 3.7 3.7 3.7 0.00 0.00 0.00 0.00 0.00 1.73 1.73 1.73 1.73 1.73 LOAD ID - Seismic Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 -0.22 -0.27 0.00 0.42 1.83 0.90 2 0.27 0.22 0.90 0.42 1.83 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 1 RSup -0.27 2.61 0.11 RSup 0.90 3.90 0.23 RSup 0.22 0.01 2 LSup 0.27 2.61 0.11 LSup 0.90 3.90 0.23 LSup 0.22 -0.06 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 1 3.7 3.7 3.7 3.7 3.7 3.7 0.00 0.00 0.00 0.00 0.00 1.73 1.73 1.73 1.73 1.73 2 3.7 3.7 3.7 3.7 3.7 3.7 0.00 0.00 0.00 0.00 0.00 1.73 1.73 1.73 1.73 1.73 LOAD ID - Seismic Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0.22 0.28 0.00 -0.42 1.83 -0.90 2 -0.28 -0.22 -0.90 -0.42 1.83 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 1 RSup 0.28 2.61 0.11 RSup -0.90 4.78 0.19 RSup 0.22 -0.01 2 LSup -0.28 2.61 0.11 LSup -0.90 4.78 0.19 LSup 0.22 0.06 Page 80 Of 330 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 3.7 3.7 3.7 3.7 3.7 3.7 0.00 0.00 0.00 0.00 0.00 1.73 1.73 1.73 1.73 1.73 2 3.7 3.7 3.7 3.7 3.7 3.7 0.00 0.00 0.00 0.00 0.00 1.73 1.73 1.73 1.73 1.73 DEFLECTION (Working Load): Span Wind -Pressure Wind -Suction Seis_Pressure Seis_Suction Id Calc Limit Calc Limit Calc Limit Calc Limit 1 0.02 0.49 -0.02 0.49 0.01 0.49 -0.01 0.49 2 -0.22 0.24 -0.06 0.06 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- U24R0307A Wall 4 - Girt Design 3 (Locate 7.50) 5/ 7/24 10:15am GIRT LAYOUT: Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In 2 08ZO60 7.5000 3.67 5.00 0 10.5 0.00 0.00 3 08ZO60 7.5000 3.67 5.00 0 10.5 0.00 0.00 21.1 LOAD ID - 0.6Wind Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 2 -0.75 -0.98 0.00 1.49 1.83 3.19 3 0.98 0.75 3.19 1.49 1.83 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 2 RSup -0.98 2.61 0.38 RSup 3.19 3.90 0.82 RSup 0.77 0.02 3 LSup 0.98 2.61 0.38 LSup 3.19 3.90 0.82 LSup 0.77 -0.20 Page 81 Of 330 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 2 3.7 3.7 3.7 3.7 3.7 3.7 0.00 0.00 0.00 0.00 0.00 1.73 1.73 1.73 1.73 1.73 3 3.7 3.7 3.7 3.7 3.7 3.7 0.00 0.00 0.00 0.00 0.00 1.73 1.73 1.73 1.73 1.73 LOAD ID - 0.6Wind Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 2 0.83 1.08 0.00 -1.64 1.83 -3.51 3 -1.08 -0.83 -3.51 -1.64 1.83 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 2 RSup 1.08 2.61 0.42 RSup -3.51 4.78 0.74 RSup 0.84 -0.02 3 LSup -1.08 2.61 0.42 LSup -3.51 4.78 0.74 LSup 0.84 0.22 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 2 3.7 3.7 3.7 3.7 3.7 3.7 0.00 0.00 0.00 0.00 0.00 1.73 1.73 1.73 1.73 1.73 3 3.7 3.7 3.7 3.7 3.7 3.7 0.00 0.00 0.00 0.00 0.00 1.73 1.73 1.73 1.73 1.73 LOAD ID - Seismic Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )-------- Bay Left Left Right Right Id Sup Lap Lap Sup --- ----- ----- ----- ----- 2 -0.20 -0.26 3 0.26 0.20 Moment(f-k Left Left Mid -Span Right Right Sup ----- Lap Mom ----- ----- Loc ----- Lap Sup ----- ----- 0.00 0.39 1.83 0.83 0.83 0.39 1.83 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Page 82 Of 330 Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 2 RSup -0.26 2.61 0.10 RSup 0.83 3.90 0.21 RSup 0.20 0.00 3 LSup 0.26 2.61 0.10 LSup 0.83 3.90 0.21 LSup 0.20 -0.05 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 2 3.7 3.7 3.7 3.7 3.7 3.7 0.00 0.00 0.00 0.00 0.00 1.73 1.73 1.73 1.73 1.73 3 3.7 3.7 3.7 3.7 3.7 3.7 0.00 0.00 0.00 0.00 0.00 1.73 1.73 1.73 1.73 1.73 LOAD ID - Seismic Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 2 0.20 0.26 0.00 -0.39 1.83 -0.83 3 -0.26 -0.20 -0.83 -0.39 1.83 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 2 RSup 0.26 2.61 0.10 RSup -0.83 4.78 0.17 RSup 0.20 0.00 3 LSup -0.26 2.61 0.10 LSup -0.83 4.78 0.17 LSup 0.20 0.05 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 2 3.7 3.7 3.7 3.7 3.7 3.7 0.00 0.00 0.00 0.00 0.00 1.73 1.73 1.73 1.73 1.73 3 3.7 3.7 3.7 3.7 3.7 3.7 0.00 0.00 0.00 0.00 0.00 1.73 1.73 1.73 1.73 1.73 DEFLECTION (Working Load): Span Wind -Pressure Wind -Suction Seis_Pressure Seis_Suction Id Calc Limit Calc Limit Calc Limit Calc Limit ---- 2 ------ ----- 0.02 0.49 ------ ----- -0.02 0.49 ----- ----- 0.00 0.49 ----- ----- 0.00 0.49 3 -0.20 0.22 -0.05 0.05 Page 83 Of 330 ------------------------------------------------------------------------------- U24R0307A Wall 4 - Girt Design 4 (Locate 7.50) 5/ 7/24 10:15am GIRT LAYOUT: Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In ----------- 3 08ZO60 ------- ------ 7.5000 3.67 ---- ----- ----- 5.00 ----- 0 ------ 10.5 ---- ---- 0.00 0.00 4 08ZO60 7.5000 3.67 5.00 0 10.5 0.00 0.00 21.1 LOAD ID - 0.6Wind Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 3 -0.75 -0.98 0.00 1.49 1.83 3.19 4 0.98 0.75 3.19 1.49 1.83 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 3 RSup -0.98 2.61 0.38 RSup 3.19 3.90 0.82 RSup 0.77 -0.20 4 LSup 0.98 2.61 0.38 LSup 3.19 3.90 0.82 LSup 0.77 0.02 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 3 3.7 3.7 3.7 3.7 3.7 3.7 0.00 0.00 0.00 0.00 0.00 1.70 1.70 1.70 1.70 1.70 4 3.7 3.7 3.7 3.7 3.7 3.7 0.00 0.00 0.00 0.00 0.00 1.73 1.73 1.73 1.73 1.73 LOAD ID - 0.6Wind Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 3 0.83 1.08 0.00 -1.64 1.83 -3.51 Page 84 Of 330 4 -1.08 -0.83 -3.51 -1.64 1.83 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- 3 RSup ------ ----- ---- 1.08 2.61 0.42 ---- ------ ----- ---- RSup -3.51 4.78 0.74 ---- ---- RSup 0.84 ----- ----- 0.22 4 LSup -1.08 2.61 0.42 LSup -3.51 4.78 0.74 LSup 0.84 -0.02 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 3 3.7 3.7 3.7 3.7 3.7 3.7 0.00 0.00 0.00 0.00 0.00 1.70 1.70 1.70 1.70 1.70 4 3.7 3.7 3.7 3.7 3.7 3.7 0.00 0.00 0.00 0.00 0.00 1.73 1.73 1.73 1.73 1.73 LOAD ID - Seismic Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 3 -0.20 -0.26 0.00 0.39 1.83 0.83 4 0.26 0.20 0.83 0.39 1.83 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 3 RSup -0.26 2.61 0.10 RSup 0.83 3.90 0.21 RSup 0.20 -0.05 4 LSup 0.26 2.61 0.10 LSup 0.83 3.90 0.21 LSup 0.20 0.00 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 3 3.7 3.7 3.7 3.7 3.7 3.7 0.00 0.00 0.00 0.00 0.00 1.70 1.70 1.70 1.70 1.70 4 3.7 3.7 3.7 3.7 3.7 3.7 0.00 0.00 0.00 0.00 0.00 1.73 1.73 1.73 1.73 1.73 LOAD ID - Seismic Suction: Page 85 Of 330 GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 3 0.20 0.26 0.00 -0.39 1.83 -0.83 4 -0.26 -0.20 -0.83 -0.39 1.83 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 3 RSup 0.26 2.61 0.10 RSup -0.83 4.78 0.17 RSup 0.20 0.05 4 LSup -0.26 2.61 0.10 LSup -0.83 4.78 0.17 LSup 0.20 0.00 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 3 3.7 3.7 3.7 3.7 3.7 3.7 0.00 0.00 0.00 0.00 0.00 1.70 1.70 1.70 1.70 1.70 4 3.7 3.7 3.7 3.7 3.7 3.7 0.00 0.00 0.00 0.00 0.00 1.73 1.73 1.73 1.73 1.73 DEFLECTION (Working Load): Span Wind -Pressure Wind -Suction Seis_Pressure Seis_Suction Id Calc Limit Calc Limit Calc Limit Calc Limit ---- 3 ------ ----- -0.20 ------ ----- 0.22 ----- ----- -0.05 ----- ----- 0.05 4 0.02 0.49 -0.02 0.49 0.00 0.49 0.00 0.49 U24RO307A Wall 4 - Girt Design 5 (Locate 7.50) 5/ 7/24 10:15am GIRT LAYOUT: Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In ----------- 4 08ZO60 ------- ------ 7.5000 3.67 ---- ----- ----- 5.00 ----- 0 ------ 10.5 ---- ---- 0.00 0.00 5 08ZO60 7.5000 3.67 5.00 0 10.5 0.00 0.00 21.1 LOAD ID - 0.6Wind Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Page 86 Of 330 Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 4 -0.82 -1.05 0.00 1.61 1.83 3.44 5 1.05 0.82 3.44 1.61 1.83 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 4 RSup -1.05 2.61 0.40 RSup 3.44 3.90 0.88 RSup 0.83 -0.22 5 LSup 1.05 2.61 0.40 LSup 3.44 3.90 0.88 LSup 0.83 0.02 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 4 3.7 3.7 3.7 3.7 3.7 3.7 0.00 0.00 0.00 0.00 0.00 1.70 1.70 1.70 1.70 1.70 5 3.7 3.7 3.7 3.7 3.7 3.7 0.00 0.00 0.00 0.00 0.00 1.73 1.73 1.73 1.73 1.73 LOAD ID - 0.6Wind Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 4 0.91 1.16 0.00 -1.78 1.83 -3.80 5 -1.16 -0.91 -3.80 -1.78 1.83 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 4 RSup 1.16 2.61 0.45 RSup -3.80 4.78 0.80 RSup 0.91 0.24 5 LSup -1.16 2.61 0.45 LSup -3.80 4.78 0.80 LSup 0.91 -0.02 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 4 3.7 3.7 3.7 3.7 3.7 3.7 0.00 0.00 0.00 0.00 0.00 1.70 1.70 1.70 1.70 1.70 5 3.7 3.7 3.7 3.7 3.7 3.7 0.00 0.00 0.00 0.00 0.00 1.73 1.73 1.73 1.73 1.73 Page 87 Of 330 LOAD ID - Seismic Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 4 -0.22 -0.27 0.00 0.42 1.83 0.90 5 0.27 0.22 0.90 0.42 1.83 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 4 RSup -0.27 2.61 0.11 RSup 0.90 3.90 0.23 RSup 0.22 -0.06 5 LSup 0.27 2.61 0.11 LSup 0.90 3.90 0.23 LSup 0.22 0.01 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 4 3.7 3.7 3.7 3.7 3.7 3.7 0.00 0.00 0.00 0.00 0.00 1.70 1.70 1.70 1.70 1.70 5 3.7 3.7 3.7 3.7 3.7 3.7 0.00 0.00 0.00 0.00 0.00 1.73 1.73 1.73 1.73 1.73 LOAD ID - Seismic Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 4 0.22 0.28 0.00 -0.42 1.83 -0.90 5 -0.28 -0.22 -0.90 -0.42 1.83 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 4 RSup 0.28 2.61 0.11 RSup -0.90 4.78 0.19 RSup 0.22 0.06 5 LSup -0.28 2.61 0.11 LSup -0.90 4.78 0.19 LSup 0.22 -0.01 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---. Page 88 Of 330 4 3.7 3.7 3.7 3.7 3.7 3.7 0.00 0.00 0.00 0.00 0.00 1.70 1.70 1.70 1.70 1.70 5 3.7 3.7 3.7 3.7 3.7 3.7 0.00 0.00 0.00 0.00 0.00 1.73 1.73 1.73 1.73 1.73 DEFLECTION (Working Load): -------------------------- Span Wind -Pressure Wind -Suction Seis_Pressure Seis_Suction Id Calc Limit Calc Limit Calc Limit Calc Limit ---- 4 ------ ----- -0.22 ------ 0.24 ----- ----- -0.06 ----- ----- 0.06 ----- 5 0.02 0.49 -0.02 0.49 0.01 0.49 -0.01 0.49 U24RO307A Wall 4 - Girt Design 6 (Locate 7.50) 5/ 7/24 10:15am GIRT LAYOUT: Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In 5 08ZO60 7.5000 3.67 5.00 0 10.5 0.00 0.00 10.5 LOAD ID - 0.6Wind Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 5 0.11 -0.11 0.00 -0.10 1.83 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 5 LSup 0.11 2.61 0.04 MidS -0.10 4.51 0.02 LLap 0.03 0.00 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 5 3.7 3.7 3.7 3.7 3.7 3.7 1.00 1.00 1.00 1.00 1.00 1.14 1.14 1.14 1.14 1.14 Page 89 Of 330 LOAD ID - 0.6Wind Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 5 -0.13 0.13 0.00 0.12 1.83 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 5 LSup -0.13 2.61 0.05 MidS 0.12 3.59 0.03 LLap 0.03 0.00 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 5 3.7 3.7 3.7 3.7 3.7 3.7 1.00 1.00 1.00 1.00 1.00 1.14 1.14 1.14 1.14 1.14 LOAD ID - Seismic Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 5 0.03 -0.03 0.00 -0.03 1.83 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 5 LSup 0.03 2.61 0.01 MidS -0.03 4.51 0.01 LSup 0.00 0.00 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 5 3.7 3.7 3.7 3.7 3.7 3.7 1.00 1.00 1.00 1.00 1.00 1.14 1.14 1.14 1.14 1.14 LOAD ID - Seismic Suction: ---------------------------- Page 90 Of 330 GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 5 -0.03 0.03 0.00 0.03 1.83 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 5 LSup -0.03 2.61 0.01 MidS 0.03 3.59 0.01 LSup 0.00 0.00 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 5 3.7 3.7 3.7 3.7 3.7 3.7 1.00 1.00 1.00 1.00 1.00 1.14 1.14 1.14 1.14 1.14 DEFLECTION (Working Load): Span Wind -Pressure Wind -Suction Seis_Pressure Seis_Suction Id Calc Limit Calc Limit Calc Limit Calc Limit 5 0.00 0.49 0.00 0.49 0.00 0.49 0.00 0.49 U24RO307A Wall 4 - Girt Design 7 (Locate 14.00) 5/ 7/24 10:15am GIRT LAYOUT: Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In ��II i�III i'���IIIIIII��.* o ��.'i►�1� �C 111K1I1=1X1I1 LOAD ID - 0.6Wind Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0.87 -0.54 0.00 -2.80 6.33 0.00 Page 91 Of 330 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 LSup 0.87 8.57 0.10 LLap -2.81 3.18 0.89 RLap 0.24 -0.58 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 19.7 3.7 12.0 12.0 12.0 4.0 0.00 0.61 0.61 0.61 0.00 1.60 1.07 1.07 1.07 1.54 LOAD ID - 0.6Wind Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 -0.98 0.60 0.00 3.13 6.28 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 1 LSup -0.98 8.57 0.11 LLap 3.14 3.19 0.99 RLap 0.26 0.65 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 1 19.7 3.7 12.0 12.0 12.0 4.0 0.00 0.60 0.60 0.60 0.00 1.60 1.08 1.08 1.08 1.54 LOAD ID - Seismic Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0.23 -0.14 0.00 -0.71 8.46 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Page 92 Of 330 Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 1 LSup 0.23 8.57 0.03 LLap -0.73 3.18 0.23 LSup 0.00 -0.15 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 19.7 3.7 12.0 12.0 12.0 4.0 0.00 0.61 0.61 0.61 0.00 1.60 1.07 1.07 1.07 1.54 LOAD ID - Seismic Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 -0.23 0.14 0.00 0.71 8.45 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 1 LSup -0.23 8.57 0.03 LLap 0.74 3.18 0.23 LSup 0.00 0.15 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 1 19.7 3.7 12.0 12.0 12.0 4.0 0.00 0.60 0.60 0.60 0.00 1.60 1.07 1.07 1.07 1.54 DEFLECTION (Working Load): -------------------------- Span Wind -Pressure Wind -Suction Seis_Pressure Seis_Suction Id Calc Limit Calc Limit Calc Limit Calc Limit ---- ------ ----- ------ ----- ----- ----- ----- ----- 1 -0.58 2.62 0.65 2.62 -0.15 2.62 0.15 2.62 U24RO307A Wall 4 - Girt Design 8 (Locate 14.00) 5/ 7/24 10:15am ------------------------------------------------------------------------------- GIRT LAYOUT: ------------ Available Page 93 Of 330 Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In ------------------ ------ ---- ----- ----- ----- ------ ---- ---- 2 08CO67 14.0000 20.00 4.92 0 64.1 0.00 0.00 64.1 LOAD ID - 0.6Wind Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 2 0.46 -0.48 0.00 -1.76 9.75 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 2 RSup -0.48 3.63 0.13 MidS -1.76 2.30 0.77 RLap 0.27 -0.52 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 2 20.0 4.0 12.0 12.0 12.0 4.0 0.00 0.93 0.93 0.93 0.00 1.51 1.03 1.03 1.03 1.52 LOAD ID - 0.6Wind Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 2 -0.50 0.53 0.00 1.94 9.74 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 2 RSup 0.53 3.63 0.15 MidS 1.94 2.30 0.84 RLap 0.30 0.58 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ---------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap Page 94 Of 330 RSup 2 20.0 4.0 12.0 12.0 12.0 4.0 0.00 0.93 0.93 0.93 0.00 1.51 1.03 1.03 1.03 1.52 LOAD ID - Seismic Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 2 0.12 -0.13 0.00 -0.46 9.75 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 2 RSup -0.13 3.63 0.03 MidS -0.46 2.30 0.20 LSup 0.00 -0.14 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 2 20.0 4.0 12.0 12.0 12.0 4.0 0.00 0.93 0.93 0.93 0.00 1.51 1.03 1.03 1.03 1.52 LOAD ID - Seismic Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 2 -0.12 0.13 0.00 0.46 9.74 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 2 RSup 0.13 3.63 0.03 MidS 0.46 2.30 0.20 LSup 0.00 0.14 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---. Page 95 Of 330 2 20.0 4.0 12.0 12.0 12.0 4.0 0.00 0.93 0.93 0.93 0.00 1.51 1.03 1.03 1.03 1.52 DEFLECTION (Working Load): -------------------------- Span Wind -Pressure Wind -Suction Seis_Pressure Seis_Suction Id Calc Limit Calc Limit Calc Limit Calc Limit ---- ------ ----- ------ ----- ----- ----- ----- ----- 2 -0.52 2.67 0.58 2.67 -0.14 2.67 0.14 2.67 U24RO307A Wall 4 - Girt Design 9 (Locate 14.00) 5/ 7/24 10:15am GIRT LAYOUT: ------------ Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In 3 08CO67 14.0000 20.00 4.92 0 64.1 0.00 0.00 64.1 LOAD ID - 0.6Wind Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 3 0.49 -0.49 0.00 -1.83 10.00 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 3 LSup 0.49 3.63 0.13 MidS -1.83 2.30 0.80 LLap 0.28 -0.55 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 3 20.0 4.0 12.0 12.0 12.0 4.0 0.00 1.00 1.00 1.00 0.00 1.52 1.03 1.03 1.03 1.52 LOAD ID - 0.6Wind Suction: Page 96 Of 330 GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 3 -0.54 0.54 0.00 2.02 10.00 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 3 LSup -0.54 3.63 0.15 MidS 2.02 2.30 0.88 RLap 0.31 0.60 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 3 20.0 4.0 12.0 12.0 12.0 4.0 0.00 1.00 1.00 1.00 0.00 1.52 1.03 1.03 1.03 1.52 LOAD ID - Seismic Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 3 0.13 -0.13 0.00 -0.48 10.00 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 3 LSup 0.13 3.63 0.04 MidS -0.48 2.30 0.21 LSup 0.00 -0.14 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 3 20.0 4.0 12.0 12.0 12.0 4.0 0.00 1.00 1.00 1.00 0.00 1.52 1.03 1.03 1.03 1.52 LOAD ID - Seismic Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Page 97 Of 330 Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 3 -0.13 0.13 0.00 0.48 10.00 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 3 LSup -0.13 3.63 0.04 MidS 0.48 2.30 0.21 LSup 0.00 0.14 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 3 20.0 4.0 12.0 12.0 12.0 4.0 0.00 1.00 1.00 1.00 0.00 1.52 1.03 1.03 1.03 1.52 DEFLECTION (Working Load): -------------------------- Span Wind -Pressure Wind -Suction Seis_Pressure Seis_Suction Id Calc Limit Calc Limit Calc Limit Calc Limit 3 -0.55 2.67 0.60 2.67 -0.14 2.67 0.14 2.67 U24RO307A Wall 4 - Girt Design 10 (Locate 14.00) 5/ 7/24 10:15am GIRT LAYOUT: Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In 4 08CO67 14.0000 20.00 4.92 0 64.1 0.00 0.00 64.1 LOAD ID - 0.6Wind Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 4 0.48 -0.46 0.00 -1.76 10.25 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit Page 98 Of 330 --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 4 LSup 0.48 3.63 0.13 MidS -1.76 2.30 0.77 LLap 0.27 -0.52 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 4 20.0 4.0 12.0 12.0 12.0 4.0 0.00 0.93 0.93 0.93 0.00 1.52 1.03 1.03 1.03 1.51 LOAD ID - 0.6Wind Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 4 -0.53 0.50 0.00 1.94 10.26 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 4 LSup -0.53 3.63 0.15 MidS 1.94 2.30 0.84 LLap 0.30 0.58 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 4 20.0 4.0 12.0 12.0 12.0 4.0 0.00 0.93 0.93 0.93 0.00 1.52 1.03 1.03 1.03 1.51 LOAD ID - Seismic Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 4 0.13 -0.12 0.00 -0.46 10.25 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 4 LSup 0.13 3.63 0.03 MidS -0.46 2.30 0.20 LSup 0.00 -0.14 Page 99 Of 330 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 4 20.0 4.0 12.0 12.0 12.0 4.0 0.00 0.93 0.93 0.93 0.00 1.52 1.03 1.03 1.03 1.51 LOAD ID - Seismic Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 4 -0.13 0.12 0.00 0.46 10.26 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 4 LSup -0.13 3.63 0.03 MidS 0.46 2.30 0.20 LSup 0.00 0.14 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 4 20.0 4.0 12.0 12.0 12.0 4.0 0.00 0.93 0.93 0.93 0.00 1.52 1.03 1.03 1.03 1.51 DEFLECTION (Working Load): Span Wind -Pressure Wind -Suction Seis_Pressure Seis_Suction Id Calc Limit Calc Limit Calc Limit Calc Limit ---- ------ ----- 4 -0.52 2.67 ------ ----- 0.58 2.67 ----- ----- ----- -0.14 2.67 0.14 ----- 2.67 U24RO307A Wall 4 - Girt Design 11 (Locate 14.00) 5/ 7/24 10:15am GIRT LAYOUT: Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In Page 100 Of 330 ------------------ ------ ---- ----- ----- ----- ------ ---- ---- 5 08CO89 14.0000 19.67 4.92 0 83.8 0.00 0.00 83.8 LOAD ID - 0.6Wind Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 5 0.54 -0.87 0.00 -2.80 13.34 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 5 RSup -0.87 8.57 0.10 RLap -2.81 3.18 0.89 LLap 0.24 -0.58 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 5 19.7 4.0 12.0 12.0 12.0 3.7 0.00 0.61 0.61 0.61 0.00 1.54 1.07 1.07 1.07 1.60 LOAD ID - 0.6Wind Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 5 -0.60 0.98 0.00 3.13 13.39 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 5 RSup 0.98 8.57 0.11 RLap 3.14 3.19 0.99 LLap 0.26 0.65 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup Page 101 Of 330 5 19.7 4.0 12.0 12.0 12.0 3.7 0.00 0.60 0.60 0.60 0.00 1.54 1.08 1.08 1.08 1.60 LOAD ID - Seismic Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 5 0.14 -0.23 0.00 -0.71 11.20 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 5 RSup -0.23 8.57 0.03 RLap -0.73 3.18 0.23 LSup 0.00 -0.15 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 5 19.7 4.0 12.0 12.0 12.0 3.7 0.00 0.61 0.61 0.61 0.00 1.54 1.07 1.07 1.07 1.60 LOAD ID - Seismic Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 5 -0.14 0.23 0.00 0.71 11.21 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 5 RSup 0.23 8.57 0.03 RLap 0.74 3.18 0.23 LSup 0.00 0.15 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 5 19.7 4.0 12.0 12.0 12.0 3.7 0.00 0.60 0.60 0.60 0.00 1.54 1.07 1.07 1.07 1.60 Page 102 Of 330 DEFLECTION (Working Load): -------------------------- Span Wind -Pressure Wind -Suction Seis_Pressure Seis_Suction Id Calc Limit Calc Limit Calc Limit Calc Limit ---- ------ ----- ------ ----- ----- ----- ----- ----- 5 -0.58 2.62 0.65 2.62 -0.15 2.62 0.15 2.62 ------------------------------------------------------------------------------- U24R0307A Wall 4 - Girt Design 12 (Locate 17.33) 5/ 7/24 10:15am GIRT LAYOUT: Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In 1 08C075 17.3333 19.67 4.96 0 70.6 0.00 0.00 70.6 LOAD ID - 0.6Wind Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0.61 -0.61 0.00 -2.25 9.83 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 LSup 0.61 5.11 0.12 MidS -2.25 2.49 0.90 RLap 0.30 -0.59 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 19.7 3.7 12.0 12.0 12.0 4.0 0.00 0.94 0.94 0.94 0.00 1.57 1.02 1.02 1.02 1.55 LOAD ID - 0.6Wind Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Page 103 Of 330 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 -0.68 0.67 0.00 2.49 9.94 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 1 LSup -0.68 5.11 0.13 MidS 2.49 2.49 1.00 RLap 0.34 0.65 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 1 19.7 3.7 12.0 12.0 12.0 4.0 0.00 0.95 0.95 0.95 0.00 1.56 1.02 1.02 1.02 1.55 LOAD ID - Seismic Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0.16 -0.16 0.00 -0.59 9.83 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 LSup 0.16 5.11 0.03 MidS -0.59 2.49 0.24 LSup 0.00 -0.15 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 19.7 3.7 12.0 12.0 12.0 4.0 0.00 0.94 0.94 0.94 0.00 1.57 1.02 1.02 1.02 1.55 LOAD ID - Seismic Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- Page 104 Of 330 1 -0.16 0.16 0.00 0.59 9.83 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 LSup -0.16 5.11 0.03 MidS 0.59 2.49 0.24 LSup 0.00 0.15 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 19.7 3.7 12.0 12.0 12.0 4.0 0.00 0.94 0.94 0.94 0.00 1.57 1.02 1.02 1.02 1.55 DEFLECTION (Working Load): Span Wind -Pressure Wind -Suction Seis_Pressure Seis_Suction Id Calc Limit Calc Limit Calc Limit Calc Limit 1 -0.59 2.62 0.65 2.62 -0.15 2.62 0.15 2.62 U24RO307A Wall 4 - Girt Design 13 (Locate 17.33) 5/ 7/24 10:15am GIRT LAYOUT: Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In 2 08CO89 17.3333 20.00 4.96 0 85.2 0.00 0.00 85.2 LOAD ID - 0.6Wind Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 2 0.62 -0.62 0.00 -2.35 10.00 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 2 LSup 0.62 8.57 0.07 MidS -2.35 3.02 0.78 LSup 0.00 -0.54 Page 105 Of 330 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 2 20.0 4.0 12.0 12.0 12.0 4.0 0.00 1.00 1.00 1.00 0.00 1.56 1.02 1.02 1.02 1.56 LOAD ID - 0.6Wind Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 2 -0.68 0.68 0.00 2.59 10.00 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 2 LSup -0.68 8.57 0.08 MidS 2.59 3.02 0.86 LSup 0.00 0.59 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 2 20.0 4.0 12.0 12.0 12.0 4.0 0.00 1.00 1.00 1.00 0.00 1.56 1.02 1.02 1.02 1.56 LOAD ID - Seismic Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 2 0.16 -0.16 0.00 -0.61 10.00 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 2 LSup 0.16 8.57 0.02 MidS -0.61 3.02 0.20 LSup 0.00 -0.14 UNBRACED LENGTHS: Page 106 Of 330 ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 2 20.0 4.0 12.0 12.0 12.0 4.0 0.00 1.00 1.00 1.00 0.00 1.56 1.02 1.02 1.02 1.56 LOAD ID - Seismic Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 2 -0.16 0.16 0.00 0.61 10.00 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 2 LSup -0.16 8.57 0.02 MidS 0.61 3.02 0.20 LSup 0.00 0.14 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Mom1/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 2 20.0 4.0 12.0 12.0 12.0 4.0 0.00 1.00 1.00 1.00 0.00 1.56 1.02 1.02 1.02 1.56 DEFLECTION (Working Load): Span Wind -Pressure Wind -Suction Seis_Pressure Seis_Suction Id Calc Limit Calc Limit Calc Limit Calc Limit ---- ------ ----- 2 -0.54 2.67 ------ ----- 0.59 2.67 ----- ----- ----- -0.14 2.67 0.14 ----- 2.67 U24RO307A Wall 4 - Girt Design 14 (Locate 17.33) 5/ 7/24 10:15am GIRT LAYOUT: Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In 3 08CO89 17.3333 20.00 4.96 0 85.2 0.00 0.00 85.2 Page 107 Of 330 LOAD ID - 0.6Wind Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 3 0.62 -0.62 0.00 -2.35 10.00 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 3 LSup 0.62 8.57 0.07 MidS -2.35 3.02 0.78 LSup 0.00 -0.54 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 3 20.0 4.0 12.0 12.0 12.0 4.0 0.00 1.00 1.00 1.00 0.00 1.56 1.02 1.02 1.02 1.56 LOAD ID - 0.6Wind Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 3 -0.68 0.68 0.00 2.59 10.00 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 3 LSup -0.68 8.57 0.08 MidS 2.59 3.02 0.86 LSup 0.00 0.59 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 3 20.0 4.0 12.0 12.0 12.0 4.0 0.00 1.00 1.00 1.00 0.00 1.56 1.02 1.02 1.02 1.56 Page 108 Of 330 LOAD ID - Seismic Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 3 0.16 -0.16 0.00 -0.61 10.00 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 3 LSup 0.16 8.57 0.02 MidS -0.61 3.02 0.20 LSup 0.00 -0.14 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 3 20.0 4.0 12.0 12.0 12.0 4.0 0.00 1.00 1.00 1.00 0.00 1.56 1.02 1.02 1.02 1.56 LOAD ID - Seismic Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 3 -0.16 0.16 0.00 0.61 10.00 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 3 LSup -0.16 8.57 0.02 MidS 0.61 3.02 0.20 LSup 0.00 0.14 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 3 20.0 4.0 12.0 12.0 12.0 4.0 0.00 1.00 1.00 1.00 0.00 1.56 1.02 1.02 1.02 1.56 DEFLECTION (Working Load): -------------------------- Page 109 Of 330 Span Wind -Pressure Wind -Suction Seis_Pressure Seis_Suction Id Calc Limit Calc Limit Calc Limit Calc Limit 3 -0.54 2.67 0.59 2.67 -0.14 2.67 0.14 2.67 U24RO307A Wall 4 - Girt Design 15 (Locate 17.33) 5/ 7/24 10:15am GIRT LAYOUT: Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In !III i�III i'��RCiCiCiC�4I1�1I1 ��.'I�1� �.�4=I�III=I�III LOAD ID - 0.6Wind Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 4 0.62 -0.62 0.00 -2.35 10.00 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 4 LSup 0.62 8.57 0.07 MidS -2.35 3.02 0.78 LSup 0.00 -0.54 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 4 20.0 4.0 12.0 12.0 12.0 4.0 0.00 1.00 1.00 1.00 0.00 1.56 1.02 1.02 1.02 1.56 LOAD ID - 0.6Wind Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 4 -0.68 0.68 0.00 2.59 10.00 0.00 Page 110 Of 330 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 4 LSup -0.68 8.57 0.08 MidS 2.59 3.02 0.86 LSup 0.00 0.59 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 4 20.0 4.0 12.0 12.0 12.0 4.0 0.00 1.00 1.00 1.00 0.00 1.56 1.02 1.02 1.02 1.56 LOAD ID - Seismic Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 4 0.16 -0.16 0.00 -0.61 10.00 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 4 LSup 0.16 8.57 0.02 MidS -0.61 3.02 0.20 LSup 0.00 -0.14 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 4 20.0 4.0 12.0 12.0 12.0 4.0 0.00 1.00 1.00 1.00 0.00 1.56 1.02 1.02 1.02 1.56 LOAD ID - Seismic Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 4 -0.16 0.16 0.00 0.61 10.00 0.00 STRENGTH/DEFLECTION: Page 111 Of 330 Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 4 LSup -0.16 8.57 0.02 MidS 0.61 3.02 0.20 LSup 0.00 0.14 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 4 20.0 4.0 12.0 12.0 12.0 4.0 0.00 1.00 1.00 1.00 0.00 1.56 1.02 1.02 1.02 1.56 DEFLECTION (Working Load): Span Wind -Pressure Wind -Suction Seis_Pressure Seis_Suction Id Calc Limit Calc Limit Calc Limit Calc Limit ---- ------ ----- 4 -0.54 2.67 ------ ----- 0.59 2.67 ----- ----- ----- -0.14 2.67 0.14 ----- 2.67 U24RO307A Wall 4 - Girt Design 16 (Locate 17.33) 5/ 7/24 10:15am GIRT LAYOUT: Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In 5 08CO75 17.3333 19.67 4.96 0 70.6 0.00 0.00 70.6 LOAD ID - 0.6Wind Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 5 0.61 -0.61 0.00 -2.25 9.83 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 5 LSup 0.61 5.11 0.12 MidS -2.25 2.49 0.90 LLap 0.30 -0.59 UNBRACED LENGTHS: ----------------- Page 112 Of 330 Bay ---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 5 19.7 4.0 12.0 12.0 12.0 3.7 0.00 0.94 0.94 0.94 0.00 1.55 1.02 1.02 1.02 1.57 LOAD ID - 0.6Wind Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 5 -0.67 0.68 0.00 2.49 9.73 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 5 RSup 0.68 5.11 0.13 MidS 2.49 2.49 1.00 LLap 0.34 0.65 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 5 19.7 4.0 12.0 12.0 12.0 3.7 0.00 0.95 0.95 0.95 0.00 1.55 1.02 1.02 1.02 1.56 LOAD ID - Seismic Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 5 0.16 -0.16 0.00 -0.59 9.83 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 5 LSup 0.16 5.11 0.03 MidS -0.59 2.49 0.24 LSup 0.00 -0.15 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2------ ----------- Cb----------- Page 113 Of 330 Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 5 19.7 4.0 12.0 12.0 12.0 3.7 0.00 0.94 0.94 0.94 0.00 1.55 1.02 1.02 1.02 1.57 LOAD ID - Seismic Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 5 -0.16 0.16 0.00 0.59 9.83 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 5 LSup -0.16 5.11 0.03 MidS 0.59 2.49 0.24 LSup 0.00 0.15 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 5 19.7 4.0 12.0 12.0 12.0 3.7 0.00 0.94 0.94 0.94 0.00 1.55 1.02 1.02 1.02 1.57 DEFLECTION (Working Load): -------------------------- Span Wind -Pressure Wind -Suction Seis_Pressure Seis_Suction Id Calc Limit Calc Limit Calc Limit Calc Limit 5 -0.59 2.62 0.65 2.62 -0.15 2.62 0.15 2.62 --------------- U24RO307A Wall 4 - Girt Design 17 (Locate 23.92) 5/ 7/24 10:15am GIRT LAYOUT: Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In 1 08ZO99 23.9167 19.67 3.75 0 93.2 0.00 0.00 Page 114 Of 330 LOAD ID - 0.6Wind Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0.59 -0.59 0.00 -2.41 9.87 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 LSup 0.59 10.82 0.05 MidS -2.41 2.97 0.81 LSup 0.00 -0.47 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 19.7 3.7 12.0 12.0 12.0 4.0 0.00 0.94 0.94 0.94 0.00 1.59 1.03 1.03 1.03 1.58 LOAD ID - 0.6Wind Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 -0.66 0.65 0.00 2.67 9.95 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 1 LSup -0.66 10.82 0.06 MidS 2.67 2.97 0.90 LSup 0.00 0.52 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 1 19.7 3.7 12.0 12.0 12.0 4.0 0.00 0.95 0.95 0.95 0.00 1.59 1.03 1.03 1.03 1.58 LOAD ID - Seismic Pressure: ---------------------------- Page 115 Of 330 GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0.15 -0.15 0.00 -0.63 9.87 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 LSup 0.15 10.82 0.01 MidS -0.63 2.97 0.21 LSup 0.00 -0.12 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 19.7 3.7 12.0 12.0 12.0 4.0 0.00 0.94 0.94 0.94 0.00 1.59 1.03 1.03 1.03 1.58 LOAD ID - Seismic Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 -0.15 0.15 0.00 0.63 9.87 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 1 LSup -0.15 10.82 0.01 MidS 0.63 2.97 0.21 LSup 0.00 0.12 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 1 19.7 3.7 12.0 12.0 12.0 4.0 0.00 0.94 0.94 0.94 0.00 1.59 1.03 1.03 1.03 1.58 DEFLECTION (Working Load): -------------------------- Span Wind -Pressure Wind -Suction Seis_Pressure Seis_Suction Id Calc Limit Calc Limit Calc Limit Calc Limit ---- ------ ----- ------ ----- ----- ----- ----- ----- Page 116 Of 330 1 -0.47 2.62 0.52 2.62 -0.12 2.62 0.12 2.62 U24RO307A Wall 4 - Girt Design 18 (Locate 23.92) 5/ 7/24 10:15am GIRT LAYOUT: Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In 2 08ZO99 23.9167 20.00 3.75 0 94.8 0.00 0.00 94.8 LOAD ID - 0.6Wind Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 2 0.60 -0.60 0.00 -2.51 10.00 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 2 LSup 0.60 10.82 0.06 MidS -2.51 2.97 0.85 LSup 0.00 -0.50 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 2 20.0 4.0 12.0 12.0 12.0 4.0 0.00 1.00 1.00 1.00 0.00 1.58 1.02 1.02 1.02 1.58 LOAD ID - 0.6Wind Suction: -------------------------- GIRT ACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 2 -0.66 0.66 0.00 2.77 10.00 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Page 117 Of 330 Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 2 LSup -0.66 10.82 0.06 MidS 2.77 2.97 0.93 LSup 0.00 0.55 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 2 20.0 4.0 12.0 12.0 12.0 4.0 0.00 1.00 1.00 1.00 0.00 1.58 1.02 1.02 1.02 1.58 LOAD ID - Seismic Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 2 0.16 -0.16 0.00 -0.66 10.00 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 2 LSup 0.16 10.82 0.01 MidS -0.66 2.97 0.22 LSup 0.00 -0.13 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 2 20.0 4.0 12.0 12.0 12.0 4.0 0.00 1.00 1.00 1.00 0.00 1.58 1.02 1.02 1.02 1.58 LOAD ID - Seismic Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 2 -0.16 0.16 0.00 0.66 10.00 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- Page 118 Of 330 2 LSup -0.16 10.82 0.01 MidS 0.66 2.97 0.22 LSup 0.00 0.13 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 2 20.0 4.0 12.0 12.0 12.0 4.0 0.00 1.00 1.00 1.00 0.00 1.58 1.02 1.02 1.02 1.58 DEFLECTION (Working Load): -------------------------- Span Wind -Pressure Wind -Suction Seis_Pressure Seis_Suction Id Calc Limit Calc Limit Calc Limit Calc Limit 2 -0.50 2.67 0.55 2.67 -0.13 2.67 0.13 2.67 ------------------------------------------------------------------------------- U24R0307A Wall 4 - Girt Design 19 (Locate 23.92) 5/ 7/24 10:15am ========= ---------------------- GIRT LAYOUT: ------------ Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In 3 08Z099 23.9167 20.00 3.75 0 94.8 0.00 0.00 94.8 LOAD ID - 0.6Wind Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 3 0.60 -0.60 0.00 -2.51 10.00 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 3 LSup 0.60 10.82 0.06 MidS -2.51 2.97 0.85 LSup 0.00 -0.50 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ---------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap Page 119 Of 330 RSup 3 20.0 4.0 12.0 12.0 12.0 4.0 0.00 1.00 1.00 1.00 0.00 1.58 1.02 1.02 1.02 1.58 LOAD ID - 0.6Wind Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 3 -0.66 0.66 0.00 2.77 10.00 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 3 LSup -0.66 10.82 0.06 MidS 2.77 2.97 0.93 LSup 0.00 0.55 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 3 20.0 4.0 12.0 12.0 12.0 4.0 0.00 1.00 1.00 1.00 0.00 1.58 1.02 1.02 1.02 1.58 LOAD ID - Seismic Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 3 0.16 -0.16 0.00 -0.66 10.00 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 3 LSup 0.16 10.82 0.01 MidS -0.66 2.97 0.22 LSup 0.00 -0.13 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---. Page 120 Of 330 3 20.0 4.0 12.0 12.0 12.0 4.0 0.00 1.00 1.00 1.00 0.00 1.58 1.02 1.02 1.02 1.58 LOAD ID - Seismic Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 3 -0.16 0.16 0.00 0.66 10.00 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 3 LSup -0.16 10.82 0.01 MidS 0.66 2.97 0.22 LSup 0.00 0.13 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 3 20.0 4.0 12.0 12.0 12.0 4.0 0.00 1.00 1.00 1.00 0.00 1.58 1.02 1.02 1.02 1.58 DEFLECTION (Working Load): -------------------------- Span Wind -Pressure Wind -Suction Seis_Pressure Seis_Suction Id Calc Limit Calc Limit Calc Limit Calc Limit 3 -0.50 2.67 0.55 2.67 -0.13 2.67 0.13 2.67 U24RO307A Wall 4 - Girt Design 20 (Locate 23.92) 5/ 7/24 10:15am GIRT LAYOUT: Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In 4 08ZO99 23.9167 20.00 3.75 0 94.8 0.00 0.00 94.8 LOAD ID - 0.6Wind Pressure: Page 121 Of 330 GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 4 0.60 -0.60 0.00 -2.51 10.00 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 4 LSup 0.60 10.82 0.06 MidS -2.51 2.97 0.85 LSup 0.00 -0.50 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 4 20.0 4.0 12.0 12.0 12.0 4.0 0.00 1.00 1.00 1.00 0.00 1.58 1.02 1.02 1.02 1.58 LOAD ID - 0.6Wind Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 4 -0.66 0.66 0.00 2.77 10.00 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 4 LSup -0.66 10.82 0.06 MidS 2.77 2.97 0.93 LSup 0.00 0.55 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 4 20.0 4.0 12.0 12.0 12.0 4.0 0.00 1.00 1.00 1.00 0.00 1.58 1.02 1.02 1.02 1.58 LOAD ID - Seismic Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Page 122 Of 330 Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 4 0.16 -0.16 0.00 -0.66 10.00 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 4 LSup 0.16 10.82 0.01 MidS -0.66 2.97 0.22 LSup 0.00 -0.13 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 4 20.0 4.0 12.0 12.0 12.0 4.0 0.00 1.00 1.00 1.00 0.00 1.58 1.02 1.02 1.02 1.58 LOAD ID - Seismic Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 4 -0.16 0.16 0.00 0.66 10.00 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 4 LSup -0.16 10.82 0.01 MidS 0.66 2.97 0.22 LSup 0.00 0.13 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 4 20.0 4.0 12.0 12.0 12.0 4.0 0.00 1.00 1.00 1.00 0.00 1.58 1.02 1.02 1.02 1.58 DEFLECTION (Working Load): -------------------------- Span Wind -Pressure Wind -Suction Seis_Pressure Seis_Suction Id Calc Limit Calc Limit Calc Limit Calc Limit ---- ------ ----- ------ ----- ----- ----- ----- ----- 4 -0.50 2.67 0.55 2.67 -0.13 2.67 0.13 2.67 Page 123 Of 330 --------------- U24RO307A Wall 4 - Girt Design 21 (Locate 23.92) 5/ 7/24 10:15am ----------- --------------------------------- GIRT LAYOUT: ------------ Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In ------------------ ------ ---- ----- ----- ----- ------ ---- ---- 5 08Z099 23.9167 19.67 3.75 0 93.2 0.00 0.00 93.2 LOAD ID - 0.6Wind Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 5 0.59 -0.59 0.00 -2.41 9.80 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 5 RSup -0.59 10.82 0.05 MidS -2.41 2.97 0.81 LSup 0.00 -0.47 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 5 19.7 4.0 12.0 12.0 12.0 3.7 0.00 0.94 0.94 0.94 0.00 1.58 1.03 1.03 1.03 1.59 LOAD ID - 0.6Wind Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 5 -0.65 0.66 0.00 2.67 9.72 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 5 RSup 0.66 10.82 0.06 MidS 2.67 2.97 0.90 LSup 0.00 0.52 Page 124 Of 330 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 5 19.7 4.0 12.0 12.0 12.0 3.7 0.00 0.95 0.95 0.95 0.00 1.58 1.03 1.03 1.03 1.59 LOAD ID - Seismic Pressure: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 5 0.15 -0.15 0.00 -0.63 9.80 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 5 RSup -0.15 10.82 0.01 MidS -0.63 2.97 0.21 LSup 0.00 -0.12 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 5 19.7 4.0 12.0 12.0 12.0 3.7 0.00 0.94 0.94 0.94 0.00 1.58 1.03 1.03 1.03 1.59 LOAD ID - Seismic Suction: ---------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 5 -0.15 0.15 0.00 0.63 9.80 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 5 RSup 0.15 10.82 0.01 MidS 0.63 2.97 0.21 LSup 0.00 0.12 Page 125 Of 330 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 5 19.7 4.0 12.0 12.0 12.0 3.7 0.00 0.94 0.94 0.94 0.00 1.58 1.03 1.03 1.03 1.59 DEFLECTION (Working Load): -------------------------- Span Wind -Pressure Wind -Suction Seis_Pressure Seis_Suction Id Calc Limit Calc Limit Calc Limit Calc Limit ---- ------ ----- ------ ----- ----- ----- ----- ----- 5 -0.47 2.62 0.52 2.62 -0.12 2.62 0.12 2.62 U24RO307A Wall 4 - Door Jamb & Header Design 5/ 7/24 10:15am LAYOUT: Reduction Open Bay Load Factor Id Id Locate Part Length Width Weight Out In ---- 9 --- 1 ------ JambL -------- J08CO60 ------ 14.00 ----- 6.00 ------ 40.2 ---- 0.00 ---- 0.00 JambR J08CO60 14.00 6.00 40.2 0.00 0.00 10 1 JambL J08CO60 6.58 6.00 18.9 0.00 0.00 JambR J08CO60 6.58 6.00 18.9 0.00 0.00 Header J08CO60 12.00 3.29 34.5 0.00 0.00 11 2 JambL J08CO60 6.58 6.00 18.9 0.00 0.00 JambR J08CO60 6.58 6.00 18.9 0.00 0.00 Header J08CO60 12.00 3.29 34.5 0.00 0.00 12 2 JambL J08CO60 14.00 6.00 40.2 0.00 0.00 JambR J08CO60 14.00 6.00 40.2 0.00 0.00 13 3 JambL J08CO60 14.00 6.00 40.2 0.00 0.00 JambR J08CO60 14.00 6.00 40.2 0.00 0.00 14 3 JambL J08CO60 6.58 6.00 18.9 0.00 0.00 JambR J08CO60 6.58 6.00 18.9 0.00 0.00 Header J08CO60 12.00 3.29 34.5 0.00 0.00 15 4 JambL J08CO60 14.00 6.00 40.2 0.00 0.00 JambR J08CO60 14.00 6.00 40.2 0.00 0.00 16 4 JambL J08CO60 6.58 6.00 18.9 0.00 0.00 JambR J08CO60 6.58 6.00 18.9 0.00 0.00 Header J08CO60 12.00 3.29 34.5 0.00 0.00 17 5 JambL J08CO60 6.58 6.00 18.9 0.00 0.00 JambR J08CO60 6.58 6.00 18.9 0.00 0.00 Header J08CO60 12.00 3.29 34.5 0.00 0.00 18 5 JambL J08CO60 14.00 6.00 40.2 0.00 0.00 JambR J08CO60 14.00 6.00 40.2 0.00 0.00 STRENGTH/DEFLECTION: -------------------- Open Load --Shear(k )---Moment(ft,f-k )- Mom+ Max Deflect(in) Id ---- Member ------ Id ---- Calc Limit ------ ----- ----- Loc Calc ------ Limit ----- Shear UC Calc Limit ----- ---- ----- ----- Page 126 Of 330 9 JambL WP -0.62 2.6 7.50 -2.43 4.3 0.49 0.56 -0.35 1.87 WS 0.69 2.6 7.50 2.72 4.3 0.55 0.63 0.40 1.87 SP -0.16 2.6 7.50 -0.63 4.3 0.00 0.15 -0.09 1.87 SS 0.16 2.6 7.50 0.64 4.3 0.00 0.15 0.09 1.87 JambR WP -0.42 2.6 7.50 1.03 4.3 0.26 0.26 0.07 1.87 WS 0.46 2.6 7.50 -1.15 4.7 0.29 0.29 -0.08 1.87 SP -0.11 2.6 7.50 0.27 4.3 0.07 0.07 0.02 1.87 SS 0.11 2.6 7.50 -0.27 4.7 0.07 0.07 -0.02 1.87 10 JambL WP 0.25 2.6 3.29 -0.40 4.4 0.00 0.09 -0.01 0.88 WS -0.27 2.6 3.29 0.45 4.1 0.00 0.11 0.02 0.88 SP 0.06 2.6 3.29 -0.11 4.4 0.00 0.02 0.00 0.88 SS -0.06 2.6 3.29 0.11 4.1 0.00 0.03 0.00 0.88 JambR WP 0.25 2.6 3.29 -0.40 4.4 0.00 0.09 -0.01 0.88 WS -0.27 2.6 3.29 0.45 4.1 0.00 0.11 0.02 0.88 SP 0.06 2.6 3.29 -0.11 4.4 0.00 0.02 0.00 0.88 SS -0.06 2.6 3.29 0.11 4.1 0.00 0.03 0.00 0.88 Header WP 0.25 2.6 6.00 -0.74 4.9 0.00 0.15 -0.08 1.60 WS -0.27 2.6 6.00 0.81 2.1 0.00 0.38 0.09 1.60 SP 0.06 2.6 6.00 -0.19 4.9 0.00 0.04 -0.02 1.60 SS -0.06 2.6 6.00 0.19 2.1 0.00 0.09 0.02 1.60 11 JambL WP 0.25 2.6 3.29 -0.40 4.4 0.00 0.09 -0.01 0.88 WS -0.27 2.6 3.29 0.45 4.1 0.00 0.11 0.02 0.88 SP 0.06 2.6 3.29 -0.11 4.4 0.00 0.02 0.00 0.88 SS -0.06 2.6 3.29 0.11 4.1 0.00 0.03 0.00 0.88 JambR WP 0.25 2.6 3.29 -0.40 4.4 0.00 0.09 -0.01 0.88 WS -0.27 2.6 3.29 0.45 4.1 0.00 0.11 0.02 0.88 SP 0.06 2.6 3.29 -0.11 4.4 0.00 0.02 0.00 0.88 SS -0.06 2.6 3.29 0.11 4.1 0.00 0.03 0.00 0.88 Header WP 0.25 2.6 6.00 -0.74 4.9 0.00 0.15 -0.08 1.60 WS -0.27 2.6 6.00 0.81 2.1 0.00 0.38 0.09 1.60 SP 0.06 2.6 6.00 -0.19 4.9 0.00 0.04 -0.02 1.60 SS -0.06 2.6 6.00 0.19 2.1 0.00 0.09 0.02 1.60 12 JambL WP -0.42 2.6 7.50 1.05 4.3 0.27 0.27 0.07 1.87 WS 0.46 2.6 7.50 -1.16 4.7 0.29 0.29 -0.08 1.87 SP -0.11 2.6 7.50 0.27 4.3 0.07 0.07 0.02 1.87 SS 0.11 2.6 7.50 -0.28 4.7 0.07 0.07 -0.02 1.87 JambR WP -0.39 2.6 7.50 0.79 4.3 0.22 0.22 0.04 1.87 WS 0.43 2.6 7.50 -0.87 4.7 0.24 0.24 -0.04 1.87 SP -0.10 2.6 7.50 0.21 4.3 0.06 0.06 0.01 1.87 SS 0.10 2.6 7.50 -0.21 4.7 0.06 0.06 -0.01 1.87 13 JambL WP -0.39 2.6 7.50 0.81 4.3 0.22 0.22 0.04 1.87 WS 0.43 2.6 7.50 -0.89 4.7 0.24 0.24 -0.05 1.87 SP -0.10 2.6 7.50 0.21 4.3 0.06 0.06 0.01 1.87 SS 0.10 2.6 7.50 -0.21 4.7 0.06 0.06 -0.01 1.87 JambR WP -0.39 2.6 7.50 0.81 4.3 0.22 0.22 0.04 1.87 WS 0.43 2.6 7.50 -0.89 4.7 0.24 0.24 -0.05 1.87 SP -0.10 2.6 7.50 0.21 4.3 0.06 0.06 0.01 1.87 SS 0.10 2.6 7.50 -0.21 4.7 0.06 0.06 -0.01 1.87 14 JambL WP 0.25 2.6 3.29 -0.40 4.4 0.00 0.09 -0.01 0.88 WS -0.27 2.6 3.29 0.45 4.1 0.00 0.11 0.02 0.88 SP 0.06 2.6 3.29 -0.11 4.4 0.00 0.02 0.00 0.88 SS -0.06 2.6 3.29 0.11 4.1 0.00 0.03 0.00 0.88 JambR WP 0.25 2.6 3.29 -0.40 4.4 0.00 0.09 -0.01 0.88 WS -0.27 2.6 3.29 0.45 4.1 0.00 0.11 0.02 0.88 SP 0.06 2.6 3.29 -0.11 4.4 0.00 0.02 0.00 0.88 SS -0.06 2.6 3.29 0.11 4.1 0.00 0.03 0.00 0.88 Header WP 0.25 2.6 6.00 -0.74 4.9 0.00 0.15 -0.08 1.60 WS -0.27 2.6 6.00 0.81 2.1 0.00 0.38 0.09 1.60 SP 0.06 2.6 6.00 -0.19 4.9 0.00 0.04 -0.02 1.60 SS -0.06 2.6 6.00 0.19 2.1 0.00 0.09 0.02 1.60 Page 127 Of 330 15 JambL WP -0.39 2.6 7.50 0.79 4.3 0.22 0.22 0.04 1.87 WS 0.43 2.6 7.50 -0.87 4.7 0.24 0.24 -0.04 1.87 SP -0.10 2.6 7.50 0.21 4.3 0.06 0.06 0.01 1.87 SS 0.10 2.6 7.50 -0.21 4.7 0.06 0.06 -0.01 1.87 JambR WP -0.42 2.6 7.50 1.05 4.3 0.27 0.27 0.07 1.87 WS 0.46 2.6 7.50 -1.16 4.7 0.29 0.29 -0.08 1.87 SP -0.11 2.6 7.50 0.27 4.3 0.07 0.07 0.02 1.87 SS 0.11 2.6 7.50 -0.28 4.7 0.07 0.07 -0.02 1.87 16 JambL WP 0.25 2.6 3.29 -0.40 4.4 0.00 0.09 -0.01 0.88 WS -0.27 2.6 3.29 0.45 4.1 0.00 0.11 0.02 0.88 SP 0.06 2.6 3.29 -0.11 4.4 0.00 0.02 0.00 0.88 SS -0.06 2.6 3.29 0.11 4.1 0.00 0.03 0.00 0.88 JambR WP 0.25 2.6 3.29 -0.40 4.4 0.00 0.09 -0.01 0.88 WS -0.27 2.6 3.29 0.45 4.1 0.00 0.11 0.02 0.88 SP 0.06 2.6 3.29 -0.11 4.4 0.00 0.02 0.00 0.88 SS -0.06 2.6 3.29 0.11 4.1 0.00 0.03 0.00 0.88 Header WP 0.25 2.6 6.00 -0.74 4.9 0.00 0.15 -0.08 1.60 WS -0.27 2.6 6.00 0.81 2.1 0.00 0.38 0.09 1.60 SP 0.06 2.6 6.00 -0.19 4.9 0.00 0.04 -0.02 1.60 SS -0.06 2.6 6.00 0.19 2.1 0.00 0.09 0.02 1.60 17 JambL WP 0.25 2.6 3.29 -0.40 4.4 0.00 0.09 -0.01 0.88 WS -0.27 2.6 3.29 0.45 4.1 0.00 0.11 0.02 0.88 SP 0.06 2.6 3.29 -0.11 4.4 0.00 0.02 0.00 0.88 SS -0.06 2.6 3.29 0.11 4.1 0.00 0.03 0.00 0.88 JambR WP 0.25 2.6 3.29 -0.40 4.4 0.00 0.09 -0.01 0.88 WS -0.27 2.6 3.29 0.45 4.1 0.00 0.11 0.02 0.88 SP 0.06 2.6 3.29 -0.11 4.4 0.00 0.02 0.00 0.88 SS -0.06 2.6 3.29 0.11 4.1 0.00 0.03 0.00 0.88 Header WP 0.25 2.6 6.00 -0.74 4.9 0.00 0.15 -0.08 1.60 WS -0.27 2.6 6.00 0.81 2.1 0.00 0.38 0.09 1.60 SP 0.06 2.6 6.00 -0.19 4.9 0.00 0.04 -0.02 1.60 SS -0.06 2.6 6.00 0.19 2.1 0.00 0.09 0.02 1.60 18 JambL WP -0.42 2.6 7.50 1.03 4.3 0.26 0.26 0.07 1.87 WS 0.46 2.6 7.50 -1.15 4.7 0.29 0.29 -0.08 1.87 SP -0.11 2.6 7.50 0.27 4.3 0.07 0.07 0.02 1.87 SS 0.11 2.6 7.50 -0.27 4.7 0.07 0.07 -0.02 1.87 JambR WP -0.62 2.6 7.50 -2.43 4.3 0.49 0.56 -0.35 1.87 WS 0.69 2.6 7.50 2.72 4.3 0.55 0.63 0.40 1.87 SP -0.16 2.6 7.50 -0.63 4.3 0.00 0.15 -0.09 1.87 SS 0.16 2.6 7.50 0.64 4.3 0.00 0.15 0.09 1.87 WP - 0.6Wind Pressure WS - 0.6Wind Suction SP - Seismic Pressure SS - Seismic Suction UNBRACED LENGTHS: Open ---Minor--- Moml/Mom2 ----Cb--- Id Member Major Out In Out In Out In 9 JambL 14.00 7.50 7.50 0.00 0.00 1.34 1.34 JambR 14.00 7.50 7.50 0.00 0.00 2.30 2.30 10 JambL 6.58 6.58 6.58 1.00 1.00 1.14 1.14 JambR 6.58 6.58 6.58 1.00 1.00 1.14 1.14 Header 12.00 1.00 12.00 1.00 1.00 1.14 1.14 11 JambL 6.58 6.58 6.58 1.00 1.00 1.14 1.14 JambR 6.58 6.58 6.58 1.00 1.00 1.14 1.14 Header 12.00 1.00 12.00 1.00 1.00 1.14 1.14 12 JambL 14.00 7.50 7.50 0.00 0.00 2.30 2.30 Page 128 Of 330 JambR 14.00 7.50 7.50 0.00 0.00 2.30 2.30 13 JambL 14.00 7.50 7.50 0.00 0.00 2.30 2.30 JambR 14.00 7.50 7.50 0.00 0.00 2.30 2.30 14 JambL 6.58 6.58 6.58 1.00 1.00 1.14 1.14 JambR 6.58 6.58 6.58 1.00 1.00 1.14 1.14 Header 12.00 1.00 12.00 1.00 1.00 1.14 1.14 15 JambL 14.00 7.50 7.50 0.00 0.00 2.30 2.30 JambR 14.00 7.50 7.50 0.00 0.00 2.30 2.30 16 JambL 6.58 6.58 6.58 1.00 1.00 1.14 1.14 JambR 6.58 6.58 6.58 1.00 1.00 1.14 1.14 Header 12.00 1.00 12.00 1.00 1.00 1.14 1.14 17 JambL 6.58 6.58 6.58 1.00 1.00 1.14 1.14 JambR 6.58 6.58 6.58 1.00 1.00 1.14 1.14 Header 12.00 1.00 12.00 1.00 1.00 1.14 1.14 18 JambL 14.00 7.50 7.50 0.00 0.00 2.30 2.30 JambR 14.00 7.50 7.50 0.00 0.00 1.34 1.34 JAMB/GIRT LAYOUT: Bot Top Open Girt Girt Id Member (ft) (ft) Interior_Girt_Locations(ft) ---- ------ ----- ----- --------------------------- 9 JambL Base 14.00 7.500 JambR Base 14.00 7.500 10 JambL 17.33 23.91 JambR 17.33 23.91 11 JambL 17.33 23.91 JambR 17.33 23.91 12 JambL Base 14.00 7.500 JambR Base 14.00 7.500 13 JambL Base 14.00 7.500 JambR Base 14.00 7.500 14 JambL 17.33 23.91 JambR 17.33 23.91 15 JambL Base 14.00 7.500 JambR Base 14.00 7.500 16 JambL 17.33 23.91 JambR 17.33 23.91 17 JambL 17.33 23.91 JambR 17.33 23.91 18 JambL Base 14.00 7.500 JambR Base 14.00 7.500 JAMB/GIRT LOADING: ------------------ Support Jamb Open Load Reaction(k ) Load Id Member Id Bot Top (k/ft) Load_At_Girt_Locations(k ) 9 JambL WP 0.60 0.62 -0.075 -0.17 WS -0.67 -0.69 0.082 0.21 SP 0.16 0.16 -0.019 -0.05 SS -0.16 -0.16 0.019 0.05 JambR WP 0.14 0.08 -0.075 0.82 WS -0.16 -0.09 0.082 -0.91 SP 0.04 0.02 -0.019 0.21 SS -0.04 -0.02 0.019 -0.21 10 JambL WP 0.25 0.25 -0.075 Page 129 Of 330 WS -0.27 -0.27 0.082 SP 0.06 0.06 -0.019 SS -0.06 -0.06 0.019 JambR WP 0.25 0.25 -0.075 WS -0.27 -0.27 0.082 SP 0.06 0.06 -0.019 SS -0.06 -0.06 0.019 11 JambL WP 0.25 0.25 -0.075 WS -0.27 -0.27 0.082 SP 0.06 0.06 -0.019 SS -0.06 -0.06 0.019 JambR WP 0.25 0.25 -0.075 WS -0.27 -0.27 0.082 SP 0.06 0.06 -0.019 SS -0.06 -0.06 0.019 12 JambL WP 0.14 0.08 -0.075 0.82 WS -0.15 -0.09 0.082 -0.91 SP 0.04 0.02 -0.019 0.22 SS -0.04 -0.02 0.019 -0.22 JambR WP 0.17 0.12 -0.075 0.75 WS -0.19 -0.13 0.082 -0.83 SP 0.05 0.03 -0.019 0.20 SS -0.05 -0.03 0.019 -0.20 13 JambL WP 0.17 0.12 -0.075 0.75 WS -0.19 -0.13 0.082 -0.83 SP 0.04 0.03 -0.019 0.20 SS -0.04 -0.03 0.019 -0.20 JambR WP 0.17 0.12 -0.075 0.75 WS -0.19 -0.13 0.082 -0.83 SP 0.04 0.03 -0.019 0.20 SS -0.04 -0.03 0.019 -0.20 14 JambL WP 0.25 0.25 -0.075 WS -0.27 -0.27 0.082 SP 0.06 0.06 -0.019 SS -0.06 -0.06 0.019 JambR WP 0.25 0.25 -0.075 WS -0.27 -0.27 0.082 SP 0.06 0.06 -0.019 SS -0.06 -0.06 0.019 15 JambL WP 0.17 0.12 -0.075 0.75 WS -0.19 -0.13 0.082 -0.83 SP 0.05 0.03 -0.019 0.20 SS -0.05 -0.03 0.019 -0.20 JambR WP 0.14 0.08 -0.075 0.82 WS -0.15 -0.09 0.082 -0.91 SP 0.04 0.02 -0.019 0.22 SS -0.04 -0.02 0.019 -0.22 16 JambL WP 0.25 0.25 -0.075 WS -0.27 -0.27 0.082 SP 0.06 0.06 -0.019 SS -0.06 -0.06 0.019 JambR WP 0.25 0.25 -0.075 WS -0.27 -0.27 0.082 SP 0.06 0.06 -0.019 SS -0.06 -0.06 0.019 17 JambL WP 0.25 0.25 -0.075 WS -0.27 -0.27 0.082 SP 0.06 0.06 -0.019 SS -0.06 -0.06 0.019 JambR WP 0.25 0.25 -0.075 Page 130 Of 330 WS -0.27 -0.27 0.082 SP 0.06 0.06 -0.019 SS -0.06 -0.06 0.019 18 JambL WP 0.14 0.08 -0.075 0.82 WS -0.16 -0.09 0.082 -0.91 SP 0.04 0.02 -0.019 0.21 SS -0.04 -0.02 0.019 -0.21 JambR WP 0.60 0.62 -0.075 -0.17 WS -0.67 -0.69 0.082 0.21 SP 0.16 0.16 -0.019 -0.05 SS -0.16 -0.16 0.019 0.05 JAMB/GIRT LAYOUT: ----------------- JAMB MOMENTS: ------------- Open Load -Max(ft,f-k )- Id Member Id Locate Moment Moment_At_Girt_Locations(f-k ) 9 JambL WP 7.50 -2.43 -2.43 WS 7.50 2.72 2.72 SP 7.50 -0.63 -0.63 SS 7.50 0.64 0.64 JambR WP 7.50 1.03 1.03 WS 7.50 -1.15 -1.15 SP 7.50 0.27 0.27 SS 7.50 -0.27 -0.27 10 JambL WP 3.29 -0.40 WS 3.29 0.45 SP 3.29 -0.11 SS 3.29 0.11 JambR WP 3.29 -0.40 WS 3.29 0.45 SP 3.29 -0.11 SS 3.29 0.11 11 JambL WP 3.29 -0.40 WS 3.29 0.45 SP 3.29 -0.11 SS 3.29 0.11 JambR WP 3.29 -0.40 WS 3.29 0.45 SP 3.29 -0.11 SS 3.29 0.11 12 JambL WP 7.50 1.05 1.05 WS 7.50 -1.16 -1.16 SP 7.50 0.27 0.27 SS 7.50 -0.28 -0.28 JambR WP 7.50 0.79 0.79 WS 7.50 -0.87 -0.87 SP 7.50 0.21 0.21 SS 7.50 -0.21 -0.21 13 JambL WP 7.50 0.81 0.81 WS 7.50 -0.89 -0.89 SP 7.50 0.21 0.21 SS 7.50 -0.21 -0.21 JambR WP 7.50 0.81 0.81 WS 7.50 -0.89 -0.89 SP 7.50 0.21 0.21 SS 7.50 -0.21 -0.21 Page 131 Of 330 14 JambL WP 3.29 -0.40 WS 3.29 0.45 SP 3.29 -0.11 SS 3.29 0.11 JambR WP 3.29 -0.40 WS 3.29 0.45 SP 3.29 -0.11 SS 3.29 0.11 15 JambL WP 7.50 0.79 0.79 WS 7.50 -0.87 -0.87 SP 7.50 0.21 0.21 SS 7.50 -0.21 -0.21 JambR WP 7.50 1.05 1.05 WS 7.50 -1.16 -1.16 SP 7.50 0.27 0.27 SS 7.50 -0.28 -0.28 16 JambL WP 3.29 -0.40 WS 3.29 0.45 SP 3.29 -0.11 SS 3.29 0.11 JambR WP 3.29 -0.40 WS 3.29 0.45 SP 3.29 -0.11 SS 3.29 0.11 17 JambL WP 3.29 -0.40 WS 3.29 0.45 SP 3.29 -0.11 SS 3.29 0.11 JambR WP 3.29 -0.40 WS 3.29 0.45 SP 3.29 -0.11 SS 3.29 0.11 18 JambL WP 7.50 1.03 1.03 WS 7.50 -1.15 -1.15 SP 7.50 0.27 0.27 SS 7.50 -0.27 -0.27 JambR WP 7.50 -2.43 -2.43 WS 7.50 2.72 2.72 SP 7.50 -0.63 -0.63 SS 7.50 0.64 0.64 --------------- U24R0307A ------------------------- Wall 4 - Panel Zones 5/ 7/24 10:15am PANEL: Tensile Thick Yield Strength Part (in) (ksi ) (ksi ) RRW2680- 0.019 80.00 61.50 GIRT SCREWS: ------------ Dia Washer Limit Part (in) (in) (k ) H1045 0.22 0.44 2.80 PANEL ZONE LAYOUT: ------------------ Page 132 Of 330 Zone ---- Wall(ft)--- Id Description Offsetl Offset2 ---- 1 ------------- Interior ------- 4.00 ------- 96.00 2 Lt Edge 0.00 4.00 3 Rt Edge 96.00 100.00 --Girt(ft,ft,in)-- Bay Load Min Id Locate Width Thick --- ------ ----- ----- 1 7.50 5.00 0.060 1 7.50 5.00 0.060 5 7.50 5.00 0.060 U24RO307A Wall 4 - Weight Summary Girts = 1332.60 Jambs/Headers = 763.48 2096.07 U24RO307A Wall 4 - Warning Summary .. No Warnings Panel Span (ft) 6.58 6.58 6.58 5/ 7/24 10:15am 5/ 7/24 10:15am Page 133 Of 330 *U24R0307A Endwall Design Input 5/ 7/24 10:17am *---------- --------------------------------------------------------------------- 1) JOBID: 'U24R0307A' *( 2)PROGRAM OPTIONS: * -Wall- Run Run Run Run * Loc Id Col/Raf Girt Brace Panel 'L' 1 'Y' 'Y' 'Y' 'Y' *( 3)DESIGN CODE: *Design --- Steel -Code --- ---Build--- Code Seismic * Code Cold Hot Country Code Year Label Zone 'WS' 'NAUS16 ' 'AISC16' ' ----' 'IBC ' 121' 'IBC 21 ' 'D ' *( 4)DESIGN CONSTANTS: * --- Strength_Factors-- * ---Stress-Ratio --- ---Seismic--- * Col/Raf Girt Panel Wind Frame Brace 1.00 1.00 1.00 1.0000 1.0000 1.2000 *( 5)STEEL YIELDS: * Web Flg C_Sec W_Sec R_Sec P_Sec T_Sec U_Sec EP BP 55.0 55.0 55.0 55.0 50.0 42.0 46.0 50.0 55.0 55.0 *( 6)DEFLECTION LIMITS: * -----Rafter----- ---Girt--- --Panel--- * Live Wind Total Column Wall Facia Wall Facia Brace 180. 180. 150. 120. 90. 90. 90. 90. 60. *( 7)REPORTS: * Input Column Wall Door Wall Cable * Echo Rafter Girt Jamb Panel Brace 'Y' 'Y' 12' 13' 'Y' 'Y' *( 8)BUILDING LAYOUT: * --------------- Expand-EW--------------- * Type Width Length Use Opt Extend Offset Flange LoadWidth 'FF-' 40.0000 100.0000 'N ' '-' 0.000 0.000 0.000 0.0000 *( 9)WALL LAYOUT: * Id Use Type Opt Start Length 1 'LEFT 1 '-' '-' 0.0000 40.0000 *(10)SURFACE SHAPE: * No. X_Coord Y_Coord Offset Opt 3 0.0000 25.0000 8.000 40.0000 21.6667 8.000 40.0000 0.0000 8.000 *(11)BAY SPACING: * No.---Bay_Set--- *Sets Width Quan 2 20.0000 1 20.0000 1 *(12)ROOF & SIDEWALL BAY: Page 134 Of 330 *--Roof_Bay-- Frame Left —SW —Bay Right —SW _Bay * No. Width Recess Width Open Width Open 5 20.0000 1.0000 20.0000 'Y' 20.0000 'N' *(13)WALL OPENINGS: * ----Bay--- Sill Base Set Panel JambL/JambR/Header/Sill *No. Id Id Offset Type Width Height Height Elev Depth Opt 2 1 1 4.0000 33 12.0000 14.0000 4.0000 48.000 0.000 'Y' ' - - - - - - - - ' 2 2 3.0000 11 *(14)WIDE OPENING LAYOUT: 3.3333 7.1667 0.0000 0.000 0.000 'Y' Type 'CU' 'CUT 'CUT 'CUT 'CUT 'CU' 'CUT 'CUT Part *----Open--- Bay_Id--Clear_Opening-- Wedge Stub Column Total *No. Id Type St End Width Height Height Elev Mount Weight 0 *(15)WIDE OPENING & STRUT FRAMING: *-Open- ------ Door —Jamb ------ Stub Head Back —Brace Strut -Header —Beam- Deflection *No. Id Type F1gWid F1gThk Type Type Type Loc Type Type Max_Spc Horz Vert 0 *(16)WIDE OPENING HEADER LOCATION: *-Open- No. Column *No. Id Location Location 0 *(17)PARTIAL WALLS: *--Bay—Id - ----Offset---- Jamb Base Top Full —Load ------Panel------ Deflect Limit *No. Id Use Opt Start End Start End Height Type Type Type Girt Col Part Opt Rot Girt Panel 1 1 'P' 'O' 1 1 0.0000 0.0000 4.0000 '-' '-' '-' 'N' 'Y' '--------' '-' '-' 90.0 90.0 *(18)COLUMNS: * Max *Same UnBrace *Depth Length 'N' 60.000 *(19)COLUMN PART & ELEVATION: * ---Base--- Rafter *No. Id Type Part Opt Rot Depth Elev Opt Attach 3 1 'RW ' 'W8x24' '-' 'N' 0.000 0.000 '-' 'F' 2 'RW ' '--------' '-' '-' 0.000 0.000 11 'F' Page 135 Of 330 3 'RW ' '--------' '-' 'N' 0.000 0.000 '-' 'F' *(20)COLUMN SPLICES: * Col * No. Id Locate Type 0 *(21)RAFTERS: *Rafter Flange * Same Brace Tyl IN' *(22)RAFTER PART: * Surf *No. Id Type Part Opt Rot Depth 1 2 'RW I 'W12x26' '-' '-' 0.000 *(23)RAFTER SPLICES: * Surf * No. Id Locate Type Opt 2 2 0.0000 2 40.1386 *(24)GIRT DESIGN: *Girt--Flange_Strap-- --Depth-- Set Max Rafter *Type Out In Space Offset Project Set Opt Lap Space Attach 'ZB' 'y' 'N' 7.0000 0.000 0.000 8.000 'W' 0.0000 7.5000 'N' *(25)GIRT LOCATION: * Set * Loc No. Location 'y' 3 7.5000 12.0000 17.333 *(26)SPECIAL GIRT: *--Bay_Id-- *No. Start End Height Type Rot Part Use 1 1 1 14 'CO' 'U' 108SO99' '-' *(27)SIDEWALL GIRT: *Wall * Id Type Depth Offset Project No. Location 2 'ZB' 8.000 0.000 0.000 5 4.0000 7.5000 14.0000 16.0000 19.0833 4 'ZB' 8.000 0.000 0.000 4 7.5000 14.0000 17.3333 23.9167 *(28)ROOF PURLINS: *Surf Surf Peak * Id Ext Space No. Locate 2 0.000 2.1390 9 1.9996 6.4996 10.9996 15.4996 19.9996 24.4996 28.9996 33.4996 37.9996 *(29)WALL PANELS: *--Wall Panel-- ------Insulation----- * Part Rot Use Thick Part IRRW2680-' '-' 'O' 6.000 '--------' *(30)LINER PANELS: *--Bay_Id- Flange *No. Start End Height Part Opt 0 Page 136 Of 330 *(31)RIGID FRAME: *Frame Interior Column *Type Type No. Locate 1__ 1 1_ 1 0 *(32)WALL FRAMING OPTIONS: *Panel Diagonal Brace EW_Brace_To_Frame *Shear Bracing Option Height Left Right 'N' 'F' '--' 0.0000 20.0000 20.0000 *(33)WALL BRACING: * Wind Brace No. —Bay Specified * Shear Type Specified Bays —For —Bracing 0.0 'RF ' 0 *(34)WALL BRACING ATTACHMENT: *--Bay_Id-- No. * No. Id Start End Elev Level Level —Height 1 1 1 2 0.000 0 *(35)EXTENSION LAYOUT: * Ext Wall--Bay_Id---Edge_Extend-- Beam *No. Id Id Type Opt Mount Start End Left Right Lap Attach 1 1 4 TEE' '-' 'F' 1 5 0.0000 0.0000 19.996 'R' *(36)EXTENSION SIZE: *Ext -----Horizontal—Size ----- ---------Vertical Size-------- * Id Height Width Slope Elev Height Slope Project 1 25.0000 3.0000 -1.000 0.0000 0.0000 0.000 0.000 *(37)EXTENSION GIRTS: * Ext *No. Id Use Type Rot Depth 0 *(38)EXTENSION PANELS: * Ext Angle *No. Id Use Part Rot Spacing 0 *(39)LOAD GROUPS: * Group *No. Id Description 1 '-' 'Standard ' *(40)BASIC LOADS: * ---Deflection--- Wind *Group Dead Coll Live Snow Rain Basic Load —Ratio Load * Id Load Load Load Load Load Wind Snow Wind Seis Factor '-' 4.00 5.00 20.00 19.25 0.00 23.73 1.00 0.60 1.00 0.60 *(41)EDGE ZONE: *---------- Endwall---------- --------- Sidewall---------- -------- Ratio -------- *Group-Left—Corner- Right —Corner -Left—Corner- Right —Corner Girt/ * Id Width Base Width Base Width Base Width Base Jamb Panel Column '-' 4.000 0.000 4.000 0.000 4.000 0.000 4.000 0.000 1.07 1.23 1.07 *(42)BASIC LOADS AT EAVE: *Group Seis Seis Seis --Torsion-- --Extension---Additional- * Id Dead Girt Load Wind Seis Wind Seis Wind Seis Page 137 Of 330 '-' 4.50 0.4641 3.98 0.00 0.00 0.00 0.00 0.00 0.00 *(43)LONGITUDINAL BRACING LOADS: *Group ----Wind----- ---Seismic--- * Id Horz Vert Horz Vert '-' 0.00 0.00 0.00 0.00 Left Column '-' 0.00 0.00 0.00 0.00 Right Column *(44)WIND PRESSURE/SUCTION: *Group Wind Wind * Id Press Suct '-' 20.73 -22.86 Column '-' 20.73 -22.86 Girt/Header '-' 20.73 -22.86 Jamb '-' 25.63 -27.77 Panel '-' 20.73 -22.86 Parapet Column '-' 54.69 -35.04 Parapet Girt '-' 35.60 -23.73 Transv Bracing, Facia/Parapet *(45)WIND COEFFICIENTS: *Group Surf --- Wind_1-- ---Wind_2-- Long_Wind Surface * Id Id Left Right Left Right 1 2 Friction '-' 1 0.35 -0.63 0.71 -0.21 -0.65 -0.65 0.00 '-' 2 -0.65 -1.11 -0.29 -0.75 -0.65 -1.11 0.00 '-' 3 -0.56 0.40 -0.20 0.76 -0.65 -0.65 0.00 *(46)COLUMN, RAFTER, BRACING LOAD COMBINATIONS - STRENGTH: * Load Group ---Live----Add-Snow- --Wind_1----Wind-2-- Long-Wind Column -Wind -Seismic-- Aux -Loa *No. Id Id Dead Coll Roof Floor Snow Drift Slide Rain Left Right Left Right 1 2 Press Suct Long Tran Id Coe 96 1 '-' 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.0 2 '-' 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.0 3 '-' 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.0 4 '-' 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.0 5 '-' 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.0 6 '-' 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.0 7 '-' 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.0 8 '-' 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.0 9 '-' 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.0 10 '-' 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.0 11 '-' 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.0 12 '-' 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.0 13 '-' 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0.00 0 0.0 14 '-' 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0 0.0 15 11 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Page 138 Of 330 0.60 0.00 0.60 0.00 0.00 0.00 0 0.0 16 '-' 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.60 0.00 0.00 0.00 0 0.0 17 '-' 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0 0.0 18 '-' 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0 0.0 19 '-' 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.0 20 '-' 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.0 21 '-' 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.0 22 '-' 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.0 23 '-' 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.0 24 '-' 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.0 25 '-' 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0.00 0 0.0 26 '-' 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0 0.0 27 '-' 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0.00 0 0.0 28 '-' 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.45 0.00 0.00 0.00 0 0.0 29 '-' 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0 0.0 30 '-' 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0 0.0 31 '-' 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.0 32 '-' 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.0 33 '-' 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.0 34 '-' 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.0 35 '-' 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.0 36 '-' 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.0 37 '-' 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0.00 0 0.0 38 '-' 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0 0.0 39 '-' 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0.00 0 0.0 40 '-' 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.45 0.00 0.00 0.00 0 0.0 41 '-' 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0 0.0 42 '-' 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0 0.0 43 '-' 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.0 44 '-' 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.0 45 '-' 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 Page 139 Of 330 0.00 0.00 0.60 0.00 0.00 0.00 0 0.0 46 '-' 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.0 47 '-' 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.0 48 '-' 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.0 49 '-' 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0.00 0 0.0 50 '-' 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0 0.0 51 '-' 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0.00 0 0.0 52 '-' 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.60 0.00 0.00 0.00 0 0.0 53 '-' 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0 0.0 54 '-' 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0 0.0 55 '-' 1.16 1.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.0 56 '-' 1.16 1.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0.0 57 '-' 1.12 1.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0 0.0 58 '-' 1.12 1.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.52 0 0.0 59 '-' 0.44 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.0 60 '-' 0.44 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0.0 61 '-' 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.0 62 '-' 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.0 63 '-' 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.0 64 '-' 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0 0.0 65 '-' 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0 0.0 66 '-' 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0 0.0 67 '-' 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.0 68 '-' 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.0 69 '-' 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.0 70 '-' 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.0 71 '-' 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.0 72 '-' 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.0 73 '-' 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.0 74 '-' 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.0 75 '-' 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 Page 140 Of 330 0.00 0.00 0.00 0.00 0.00 0.00 0 0.0 76 '-' 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.0 77 '-' 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.0 78 '-' 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.0 79 '-' 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.0 80 '-' 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.0 81 '-' 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.0 82 '-' 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0 0.0 83 '-' 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0 0.0 84 '-' 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0 0.0 85 '-' 1.00 1.00 0.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 1.0 86 '-' 1.00 1.00 0.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3 1.0 87 '-' 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.0 88 '-' 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.0 89 '-' 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0.00 0 0.0 90 '-' 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0 0.0 91 '-' 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0.00 0 0.0 92 '-' 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.60 0.00 0.00 0.00 0 0.0 93 '-' 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0 0.0 94 '-' 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0 0.0 95 '-' 1.12 1.12 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0 0.0 96 '-' 1.12 1.12 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.52 0 0.0 *(47)COLUMN, RAFTER, BRACING LOAD COMBINATIONS - DEFLECTION: * Load Group ---Live----Add-Snow- --Wind_1----Wind-2-- Long-Wind Column -Wind -Seismic-- Aux -Loa *No. Id Id Dead Coll Roof Floor Snow Drift Slide Rain Left Right Left Right 1 2 Press Suct Long Tran Id Coe 24 97 '-' 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.0 98 '-' 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.0 99 '-' 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.0 100 '-' 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.0 101 '-' 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.0 102 '-' 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Page 141 Of 330 0.00 0.00 0.00 0.00 0.00 0.00 0 0.0 103 '-' 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.0 104 '-' 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.0 105 '-' 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.0 106 '-' 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.0 107 '-' 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.0 108 '-' 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0 0.0 109 '-' 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0 0.0 110 '-' 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0 0.0 111 '-' 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0 0.0 112 '-' 1.16 1.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.0 113 '-' 1.16 1.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0.0 114 '-' 1.12 1.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0 0.0 115 '-' 1.12 1.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.52 0 0.0 116 '-' 0.44 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.0 117 '-' 0.44 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0.0 118 '-' 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0 0.0 119 '-' 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.00 0 0.0 120 '-' 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.0 *(48)AUXILIARY LOADS: * No. Add Add Load * No. Id Name Combs Id Coef 3 1 'MIN SNOW 2 1 1.00 11 1.30 2 'ElPAT SL 1' 1 2 0.50 3 'ElPAT SL 2' 1 3 0.50 *(49)ADDITIONAL LOADS: * Add Group Loc Basic Load Fx Fy Mom Dx Dy Conc *No. Id Id Id Load Type Wl W2 Co Dll D12 Dist 11 1 '-' 2 'U SNOW T 'D ' -0.261 -0.261 -0.083 0.0000 40.1386 2 '-' 2 'U SNOW I 'D ' -0.201 -0.201 -0.083 0.0000 20.0693 3 '-' 2 'U SNOW T 'D ' -0.201 -0.201 -0.083 20.0693 40.1386 4 '-' 2 'DEAD T 'C ' 0.000 -0.501 1.052 0.0000 0.0000 5 '-' 2 'LIVE I 'C ' 0.000 -0.800 1.700 0.0000 0.0000 6 '-' 2 'SNOW T 'C ' 0.000 -1.078 2.066 0.0000 0.0000 7 '-' 2 'WINDLI I'C ' 0.097 2.163 -4.056 0.0000 0.0000 8 '-' 2 'WINDL2 I 'C ' 0.097 2.163 -4.056 0.0000 0.0000 9 11 2 'WINDRI T'C ' 0.028 0.336 -0.508 0.0000 0.0000 Page 142 Of 330 10 '-' 2 'WINDR2 I 'C ' 0.028 0.336 -0.508 0.0000 0.0000 11 '-' 2 'U SNOW I'C ' 0.000 -1.078 2.066 0.0000 0.0000 *(50)GIRT LAPS: * Data ------Set-1 ------- ------Set-2 ------- ------Set 3------- * Opt Sets Left Right Quan Left Right Quan Left Right Quan '-' 0 *(51)GIRT STRAPS: * Data ---Set-1 --- ---Set-2 --- ---Set-3 --- ---Set 4--- *Opt Sets Strap Quan Strap Quan Strap Quan Strap Quan '-' 0 *(52)PANEL SCREWS: * No. Washer *Zone Zone Part Dia Limit Dia ------- Spacing ------ 3 'INT ' 'H1045 1 0.216 2.800 0.438 12.000 0.000 0.000 'EDGE' 'H1045 1 0.216 2.800 0.438 12.000 0.000 0.000 'BASE' 'H1045 1 0.216 2.800 0.438 12.000 0.000 0.000 *(53)BEAMS: * Bay *No. Id Use Height Offset Locatel Locate2 0 *(54)STEPPED LOAD COEFFICIENTS: * Group Basic Location No. ---- Step_1--- ---- Step_2--- ----Step_3--- *No. Id Load Use Id Step Locate Coef Locate Coef Locate Coef 0 *(55)ADDITIONAL COLUMNS: *No. Id Locate Type Rot Opt Part Elev 0 *(56)RIGID FRAME COORDINATES: *Frame Frame Flange * Id Type No. X_Coord Y_Coord Width 0 '--' 0 *(57)DESIGN CODE OPTIONS: *No. Event Condition 0 *(58)DESIGN PLATES: * ----Plate-----Plate_Size- Bolt Bolt ----Top--- --Bottom-- Plate Bolt *No. Type Id Width Thick Dia Gage Row Space Row Space Offset Edge 0 *(59)GIRT LAYOUT: * Bay -----Extend---- Frame —Opt -Frame—Id- No. Id Locate Type Rot Opt Part Left Right Left Right Left Right 0 *(60)COLUMN FLANGE BRACE: * Col *No. Id Girt Side Opt 0 *AUXILIARY LOAD DESCRIPTIONS: * Aux Page 143 Of 330 * Id Description * 1 Minimum snow load * 2 Pattern snow load * 3 Pattern snow load * *ADDITIONAL LOAD DESCRIPTIONS: * Add * Id Description * 1 Minimum snow load surface 2 * 2 Pattern snow load bay 1 * 3 Pattern snow load bay 2 * 4 Extension Id 1, Surface Id 2, Dead = 10.00 * 5 Extension Id 1, Surface Id 2, Live = 20.00 * 6 Extension Id 1, Surface Id 2, Snow = 19.25 * 7 Extension Id 1, Surface Id 2, Windl Left = -38.76 * 8 Extension Id 1, Surface Id 2, Wind2 Left = -38.76 * 9 Extension Id 1, Surface Id 2, Windl Right = -11.21 * 10 Extension Id 1, Surface Id 2, Wind2 Right = -11.21 * 11 Auxiliary - Extension Id 1, Surface Id 2, Snow = 19.25 * * Code files used: * IBC.21 * EW IBC.21 Version 4.0 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- U24R0307A Wall 1 - Design Code 5/ 7/24 10:17am STRUCTURAL CODE: ---------------- Design Basis Hot Rolled Steel : Cold Formed Steel : BUILDING CODE: WS - Working Stress AISC16 NAUS16 ------------ Wind Code IBC 21 Seismic Zone D MODULUS OF ELASTICITY: ---------------------- Hot Rolled Steel : 29000 (ksi ) Cold Formed Steel : 29500 (ksi ) U24RO307A Wall 1 - Column & Rafter Design --------------- 5/ 7/24 10:17am MEMBER LAYOUT: -------------- Locate ---Web(in)-- -Flange(in)- Length Weight ----Max_Load---- Id (ft) Part Depth Thick Width Thick (ft) (lb) Id UC Report Coll 0.7 W8x24 7.13 0.245 6.50 0.400 23.3 558.5 93 0.14 Mom+Axl Co12 20.0 W12x14 11.45 0.200 3.97 0.225 21.7 303.3 88 0.63 Mom+Axl Co13 39.3 W8x10 7.48 0.170 3.94 0.205 20.0 200.5 88 0.30 Mom+Axl ------ Rafl ------ Surf 2 ----------- W12x26 ----- ----- 11.44 0.230 ----- 6.49 ----- 0.380 ------ 40.1 ------ 1043.6 --- 4 ---- 0.18 ------- Mom+Axl Total= 2105.9 Page 144 Of 330 DESIGN ACTIONS/STRENGTH: Load ---Axial(k )-- Id Id Calc Limit Coll 1 2.12 130.18 Coll 2 4.74 130.18 Coll 3 4.99 130.18 Coll 4 5.85 130.18 Coll 5 4.09 130.18 Coll 6 4.28 130.18 Coll 7 -1.22 211.98 Coll 8 -1.22 211.98 Coll 9 -0.44 211.98 Coll 10 -0.44 211.98 Coll 11 -0.84 211.98 Coll 12 -0.84 211.98 Coll 13 0.49 130.18 Coll 14 0.49 130.18 Coll 15 1.01 130.18 Coll 16 0.46 130.18 Coll 17 1.01 130.18 Coll 18 0.46 130.18 Coll 19 2.32 130.18 Coll 20 2.32 130.18 Coll 21 2.90 130.18 Coll 22 2.90 130.18 Coll 23 2.60 130.18 Coll 24 2.60 130.18 Coll 25 3.18 130.18 Coll 26 3.18 130.18 Coll 27 3.58 130.18 Coll 28 3.16 130.18 Coll 29 3.58 130.18 Coll 30 3.16 130.18 Coll 31 2.51 130.18 Coll 32 2.51 130.18 Coll 33 3.09 130.18 Coll 34 3.09 130.18 Coll 35 2.79 130.18 Coll 36 2.79 130.18 Coll 37 3.37 130.18 Coll 38 3.37 130.18 Coll 39 3.76 130.18 Coll 40 3.35 130.18 Coll 41 3.76 130.18 Coll 42 3.35 130.18 Coll 43 -1.68 211.98 Coll 44 -1.68 211.98 Coll 45 -0.89 211.98 Coll 46 -0.89 211.98 Coll 47 -1.30 211.98 Coll 48 -1.30 211.98 Coll 49 -0.52 211.98 Coll 50 -0.52 211.98 Coll 51 0.33 130.18 Coll 52 -0.56 211.98 Coll 53 0.33 130.18 -Shear(k )-- Cale Limit 0.00 38.86 0.00 38.86 0.00 38.86 0.00 38.86 0.00 38.86 0.00 38.86 1.15 38.86 -1.31 38.86 1.15 38.86 -1.31 38.86 1.15 38.86 -1.31 38.86 1.15 38.86 -1.31 38.86 1.15 38.86 1.15 38.86 -1.31 38.86 -1.31 38.86 0.86 38.86 -0.98 38.86 0.86 38.86 -0.98 38.86 0.86 38.86 -0.98 38.86 0.86 38.86 -0.98 38.86 0.86 38.86 0.86 38.86 -0.98 38.86 -0.98 38.86 0.86 38.86 -0.98 38.86 0.86 38.86 -0.98 38.86 0.86 38.86 -0.98 38.86 0.86 38.86 -0.98 38.86 0.86 38.86 0.86 38.86 -0.98 38.86 -0.98 38.86 1.15 38.86 -1.31 38.86 1.15 38.86 -1.31 38.86 1.15 38.86 -1.31 38.86 1.15 38.86 -1.31 38.86 1.15 38.86 1.15 38.86 -1.31 38.86 Moment(f-k )- Cale Limit 0.00 53.76 0.00 53.76 0.00 53.76 0.00 53.76 0.00 53.76 0.00 53.76 -6.67 56.62 7.61 56.62 -6.67 56.62 7.61 56.62 -6.67 56.62 7.61 56.62 -6.67 56.62 7.61 56.62 -6.67 56.62 -6.67 56.62 7.61 56.62 7.61 56.62 -5.00 56.62 5.71 56.62 -5.00 56.62 5.71 56.62 -5.00 56.62 5.71 56.62 -5.00 56.62 5.71 56.62 -5.00 56.62 -5.00 56.62 5.71 56.62 5.71 56.62 -5.00 56.62 5.71 56.62 -5.00 56.62 5.71 56.62 -5.00 56.62 5.71 56.62 -5.00 56.62 5.71 56.62 -5.00 56.62 -5.00 56.62 5.71 56.62 5.71 56.62 -6.67 56.62 7.61 56.62 -6.67 56.62 7.61 56.62 -6.67 56.62 7.61 56.62 -6.67 56.62 7.61 56.62 -6.67 56.62 -6.67 56.62 7.61 56.62 Page 145 Of 330 Coll 54 -0.56 211.98 -1.31 38.86 7.61 56.62 Coll 55 2.40 130.18 0.00 38.86 0.00 53.76 Coll 56 2.22 130.18 0.00 38.86 0.00 53.76 Coll 57 2.33 130.18 0.00 38.86 0.00 53.76 Coll 58 2.20 130.18 0.00 38.86 0.00 53.76 Coll 59 0.69 130.18 0.00 38.86 0.00 53.76 Coll 60 0.51 130.18 0.00 38.86 0.00 53.76 Coll 61 -1.22 211.98 0.00 38.86 0.00 53.76 Coll 62 -0.44 211.98 0.00 38.86 0.00 53.76 Coll 63 -0.84 211.98 0.00 38.86 0.00 53.76 Coll 64 0.49 130.18 0.00 38.86 0.00 53.76 Coll 65 1.01 130.18 0.00 38.86 0.00 53.76 Coll 66 0.46 130.18 0.00 38.86 0.00 53.76 Coll 67 2.32 130.18 0.00 38.86 0.00 53.76 Coll 68 2.90 130.18 0.00 38.86 0.00 53.76 Coll 69 2.60 130.18 0.00 38.86 0.00 53.76 Coll 70 3.18 130.18 0.00 38.86 0.00 53.76 Coll 71 3.58 130.18 0.00 38.86 0.00 53.76 Coll 72 3.16 130.18 0.00 38.86 0.00 53.76 Coll 73 2.51 130.18 0.00 38.86 0.00 53.76 Coll 74 3.09 130.18 0.00 38.86 0.00 53.76 Coll 75 2.79 130.18 0.00 38.86 0.00 53.76 Coll 76 3.37 130.18 0.00 38.86 0.00 53.76 Coll 77 3.76 130.18 0.00 38.86 0.00 53.76 Coll 78 3.35 130.18 0.00 38.86 0.00 53.76 Coll 79 -1.68 211.98 0.00 38.86 0.00 53.76 Coll 80 -0.89 211.98 0.00 38.86 0.00 53.76 Coll 81 -1.30 211.98 0.00 38.86 0.00 53.76 Coll 82 -0.52 211.98 0.00 38.86 0.00 53.76 Coll 83 0.33 130.18 0.00 38.86 0.00 53.76 Coll 84 -0.56 211.98 0.00 38.86 0.00 53.76 Coll 85 4.49 130.18 0.00 38.86 0.00 53.76 Coll 86 3.43 130.18 0.00 38.86 0.00 53.76 Coll 87 -0.42 211.98 1.15 38.86 -6.67 56.62 Coll 88 -0.42 211.98 -1.31 38.86 7.61 56.62 Coll 89 0.91 130.18 1.15 38.86 -6.67 56.62 Coll 90 0.91 130.18 -1.31 38.86 7.61 56.62 Coll 91 1.43 130.18 1.15 38.86 -6.67 56.62 Coll 92 0.88 130.18 1.15 38.86 -6.67 56.62 Coll 93 1.43 130.18 -1.31 38.86 7.61 56.62 Coll 94 0.88 130.18 -1.31 38.86 7.61 56.62 Coll 95 4.48 130.18 0.00 38.86 0.00 53.76 Coll 96 4.36 130.18 0.00 38.86 0.00 53.76 Co12 1 3.12 42.89 0.00 42.75 0.00 17.29 Co12 2 8.03 42.89 0.00 42.75 0.00 17.29 Co12 3 7.79 42.89 0.00 42.75 0.00 17.29 Co12 4 9.18 42.89 0.00 42.75 0.00 17.29 Co12 5 6.80 42.89 0.00 42.75 0.00 17.29 Co12 6 6.62 42.89 0.00 42.75 0.00 17.29 Co12 7 -0.56 124.55 3.26 42.75 -17.63 36.85 Co12 8 -0.56 124.55 -3.59 42.75 14.58 23.47 Co12 9 -2.47 124.55 3.26 42.75 -17.63 36.85 Co12 10 -2.47 124.55 -3.59 42.75 14.58 23.47 Co12 11 1.05 42.89 3.26 42.75 -17.63 36.85 Co12 12 1.05 42.89 -3.59 42.75 14.58 23.47 Co12 13 -1.16 124.55 3.26 42.75 -17.63 36.85 Co12 14 -1.16 124.55 -3.59 42.75 14.58 23.47 Co12 15 -0.83 124.55 3.26 42.75 -17.63 36.85 Co12 16 -2.50 124.55 3.26 42.75 -17.63 36.85 Co12 17 -0.83 124.55 -3.59 42.75 14.58 23.47 Page 146 Of 330 Co12 18 -2.50 124.55 -3.59 42.75 14.58 23.47 Co12 19 5.22 42.89 2.44 42.75 -13.22 36.85 Co12 20 5.22 42.89 -2.69 42.75 10.94 23.47 Co12 21 3.79 42.89 2.44 42.75 -13.22 36.85 Co12 22 3.79 42.89 -2.69 42.75 10.94 23.47 Co12 23 6.21 42.89 2.44 42.75 -13.22 36.85 Co12 24 6.21 42.89 -2.69 42.75 10.94 23.47 Co12 25 4.78 42.89 2.44 42.75 -13.22 36.85 Co12 26 4.78 42.89 -2.69 42.75 10.94 23.47 Co12 27 5.02 42.89 2.44 42.75 -13.22 36.85 Co12 28 3.77 42.89 2.44 42.75 -13.22 36.85 Co12 29 5.02 42.89 -2.69 42.75 10.94 23.47 Co12 30 3.77 42.89 -2.69 42.75 10.94 23.47 Co12 31 5.05 42.89 2.44 42.75 -13.22 36.85 Co12 32 5.05 42.89 -2.69 42.75 10.94 23.47 Co12 33 3.62 42.89 2.44 42.75 -13.22 36.85 Co12 34 3.62 42.89 -2.69 42.75 10.94 23.47 Co12 35 6.03 42.89 2.44 42.75 -13.22 36.85 Co12 36 6.03 42.89 -2.69 42.75 10.94 23.47 Co12 37 4.60 42.89 2.44 42.75 -13.22 36.85 Co12 38 4.60 42.89 -2.69 42.75 10.94 23.47 Co12 39 4.85 42.89 2.44 42.75 -13.22 36.85 Co12 40 3.59 42.89 2.44 42.75 -13.22 36.85 Co12 41 4.85 42.89 -2.69 42.75 10.94 23.47 Co12 42 3.59 42.89 -2.69 42.75 10.94 23.47 Co12 43 -1.18 124.55 3.26 42.75 -17.63 36.85 Co12 44 -1.18 124.55 -3.59 42.75 14.58 23.47 Co12 45 -3.08 124.55 3.26 42.75 -17.63 36.85 Co12 46 -3.08 124.55 -3.59 42.75 14.58 23.47 Co12 47 0.31 42.89 3.26 42.75 -17.63 36.85 Co12 48 0.31 42.89 -3.59 42.75 14.58 23.47 Co12 49 -1.77 124.55 3.26 42.75 -17.63 36.85 Co12 50 -1.77 124.55 -3.59 42.75 14.58 23.47 Co12 51 -1.45 124.55 3.26 42.75 -17.63 36.85 Co12 52 -3.12 124.55 3.26 42.75 -17.63 36.85 Co12 53 -1.45 124.55 -3.59 42.75 14.58 23.47 Co12 54 -3.12 124.55 -3.59 42.75 14.58 23.47 Co12 55 3.45 42.89 0.00 42.75 0.00 17.29 Co12 56 3.79 42.89 0.00 42.75 0.00 17.29 Co12 57 3.36 42.89 0.00 42.75 0.00 17.29 Co12 58 3.62 42.89 0.00 42.75 0.00 17.29 Co12 59 0.64 42.89 0.00 42.75 0.00 17.29 Co12 60 0.99 42.89 0.00 42.75 0.00 17.29 Co12 61 -0.56 124.55 0.00 42.75 0.00 17.29 Co12 62 -2.47 124.55 0.00 42.75 0.00 17.29 Co12 63 1.05 42.89 0.00 42.75 0.00 17.29 Co12 64 -1.16 124.55 0.00 42.75 0.00 17.29 Co12 65 -0.83 124.55 0.00 42.75 0.00 17.29 Co12 66 -2.50 124.55 0.00 42.75 0.00 17.29 Co12 67 5.22 42.89 0.00 42.75 0.00 17.29 Co12 68 3.79 42.89 0.00 42.75 0.00 17.29 Co12 69 6.21 42.89 0.00 42.75 0.00 17.29 Co12 70 4.78 42.89 0.00 42.75 0.00 17.29 Co12 71 5.02 42.89 0.00 42.75 0.00 17.29 Co12 72 3.77 42.89 0.00 42.75 0.00 17.29 Co12 73 5.05 42.89 0.00 42.75 0.00 17.29 Co12 74 3.62 42.89 0.00 42.75 0.00 17.29 Co12 75 6.03 42.89 0.00 42.75 0.00 17.29 Co12 76 4.60 42.89 0.00 42.75 0.00 17.29 Co12 77 4.85 42.89 0.00 42.75 0.00 17.29 Page 147 Of 330 Co12 78 3.59 42.89 0.00 42.75 0.00 17.29 Co12 79 -1.18 124.55 0.00 42.75 0.00 17.29 Co12 80 -3.08 124.55 0.00 42.75 0.00 17.29 Co12 81 0.31 42.89 0.00 42.75 0.00 17.29 Co12 82 -1.77 124.55 0.00 42.75 0.00 17.29 Co12 83 -1.45 124.55 0.00 42.75 0.00 17.29 Co12 84 -3.12 124.55 0.00 42.75 0.00 17.29 Co12 85 6.67 42.89 0.00 42.75 0.00 17.29 Co12 86 6.68 42.89 0.00 42.75 0.00 17.29 Co12 87 2.33 42.89 3.26 42.75 -17.63 36.85 Co12 88 2.33 42.89 -3.59 42.75 14.58 23.47 Co12 89 0.42 42.89 3.26 42.75 -17.63 36.85 Co12 90 0.42 42.89 -3.59 42.75 14.58 23.47 Co12 91 0.75 42.89 3.26 42.75 -17.63 36.85 Co12 92 -1.23 124.55 3.26 42.75 -17.63 36.85 Co12 93 0.75 42.89 -3.59 42.75 14.58 23.47 Co12 94 -1.23 124.55 -3.59 42.75 14.58 23.47 Co12 95 6.87 42.89 0.00 42.75 0.00 17.29 Co12 96 7.13 42.89 0.00 42.75 0.00 17.29 Co13 1 1.17 37.41 0.00 26.83 0.00 14.91 Co13 2 2.86 37.41 0.00 26.83 0.00 14.91 Co13 3 2.80 37.41 0.00 26.83 0.00 14.91 Co13 4 3.29 37.41 0.00 26.83 0.00 14.91 Co13 5 2.44 37.41 0.00 26.83 0.00 14.91 Co13 6 2.40 37.41 0.00 26.83 0.00 14.91 Co13 7 -0.18 88.62 0.99 26.83 -4.95 19.34 Co13 8 -0.18 88.62 -1.13 26.83 5.65 19.34 Co13 9 -0.71 88.62 0.99 26.83 -4.95 19.34 Co13 10 -0.71 88.62 -1.13 26.83 5.65 19.34 Co13 11 0.49 37.41 0.99 26.83 -4.95 19.34 Co13 12 0.49 37.41 -1.13 26.83 5.65 19.34 Co13 13 -0.24 88.62 0.99 26.83 -4.95 19.34 Co13 14 -0.24 88.62 -1.13 26.83 5.65 19.34 Co13 15 -0.29 88.62 0.99 26.83 -4.95 19.34 Co13 16 -0.82 88.62 0.99 26.83 -4.95 19.34 Co13 17 -0.29 88.62 -1.13 26.83 5.65 19.34 Co13 18 -0.82 88.62 -1.13 26.83 5.65 19.34 Co13 19 1.89 37.41 0.74 26.83 -3.71 19.34 Co13 20 1.89 37.41 -0.85 26.83 4.24 19.34 Co13 21 1.48 37.41 0.74 26.83 -3.71 19.34 Co13 22 1.48 37.41 -0.85 26.83 4.24 19.34 Co13 23 2.24 37.41 0.74 26.83 -3.71 19.34 Co13 24 2.24 37.41 -0.85 26.83 4.24 19.34 Co13 25 1.84 37.41 0.74 26.83 -3.71 19.34 Co13 26 1.84 37.41 -0.85 26.83 4.24 19.34 Co13 27 1.81 37.41 0.74 26.83 -3.71 19.34 Co13 28 1.41 37.41 0.74 26.83 -3.71 19.34 Co13 29 1.81 37.41 -0.85 26.83 4.24 19.34 Co13 30 1.41 37.41 -0.85 26.83 4.24 19.34 Co13 31 1.85 37.41 0.74 26.83 -3.71 19.34 Co13 32 1.85 37.41 -0.85 26.83 4.24 19.34 Co13 33 1.44 37.41 0.74 26.83 -3.71 19.34 Co13 34 1.44 37.41 -0.85 26.83 4.24 19.34 Co13 35 2.20 37.41 0.74 26.83 -3.71 19.34 Co13 36 2.20 37.41 -0.85 26.83 4.24 19.34 Co13 37 1.80 37.41 0.74 26.83 -3.71 19.34 Co13 38 1.80 37.41 -0.85 26.83 4.24 19.34 Co13 39 1.76 37.41 0.74 26.83 -3.71 19.34 Co13 40 1.37 37.41 0.74 26.83 -3.71 19.34 Co13 41 1.76 37.41 -0.85 26.83 4.24 19.34 Page 148 Of 330 Co13 42 1.37 37.41 -0.85 26.83 4.24 19.34 Co13 43 -0.40 88.62 0.99 26.83 -4.95 19.34 Co13 44 -0.40 88.62 -1.13 26.83 5.65 19.34 Co13 45 -0.94 88.62 0.99 26.83 -4.95 19.34 Co13 46 -0.94 88.62 -1.13 26.83 5.65 19.34 Co13 47 0.19 37.41 0.99 26.83 -4.95 19.34 Co13 48 0.19 37.41 -1.13 26.83 5.65 19.34 Co13 49 -0.46 88.62 0.99 26.83 -4.95 19.34 Co13 50 -0.46 88.62 -1.13 26.83 5.65 19.34 Co13 51 -0.51 88.62 0.99 26.83 -4.95 19.34 Co13 52 -1.04 88.62 0.99 26.83 -4.95 19.34 Co13 53 -0.51 88.62 -1.13 26.83 5.65 19.34 Co13 54 -1.04 88.62 -1.13 26.83 5.65 19.34 Co13 55 1.59 37.41 0.00 26.83 0.00 14.91 Co13 56 1.42 37.41 0.00 26.83 0.00 14.91 Co13 57 1.49 37.41 0.00 26.83 0.00 14.91 Co13 58 1.36 37.41 0.00 26.83 0.00 14.91 Co13 59 0.57 37.41 0.00 26.83 0.00 14.91 Co13 60 0.39 37.41 0.00 26.83 0.00 14.91 Co13 61 -0.18 88.62 0.00 26.83 0.00 14.91 Co13 62 -0.71 88.62 0.00 26.83 0.00 14.91 Co13 63 0.49 37.41 0.00 26.83 0.00 14.91 Co13 64 -0.24 88.62 0.00 26.83 0.00 14.91 Co13 65 -0.29 88.62 0.00 26.83 0.00 14.91 Co13 66 -0.82 88.62 0.00 26.83 0.00 14.91 Co13 67 1.89 37.41 0.00 26.83 0.00 14.91 Co13 68 1.48 37.41 0.00 26.83 0.00 14.91 Co13 69 2.24 37.41 0.00 26.83 0.00 14.91 Co13 70 1.84 37.41 0.00 26.83 0.00 14.91 Co13 71 1.81 37.41 0.00 26.83 0.00 14.91 Co13 72 1.41 37.41 0.00 26.83 0.00 14.91 Co13 73 1.85 37.41 0.00 26.83 0.00 14.91 Co13 74 1.44 37.41 0.00 26.83 0.00 14.91 Co13 75 2.20 37.41 0.00 26.83 0.00 14.91 Co13 76 1.80 37.41 0.00 26.83 0.00 14.91 Co13 77 1.76 37.41 0.00 26.83 0.00 14.91 Co13 78 1.37 37.41 0.00 26.83 0.00 14.91 Co13 79 -0.40 88.62 0.00 26.83 0.00 14.91 Co13 80 -0.94 88.62 0.00 26.83 0.00 14.91 Co13 81 0.19 37.41 0.00 26.83 0.00 14.91 Co13 82 -0.46 88.62 0.00 26.83 0.00 14.91 Co13 83 -0.51 88.62 0.00 26.83 0.00 14.91 Co13 84 -1.04 88.62 0.00 26.83 0.00 14.91 Co13 85 1.87 37.41 0.00 26.83 0.00 14.91 Co13 86 2.91 37.41 0.00 26.83 0.00 14.91 Co13 87 0.91 37.41 0.99 26.83 -4.95 19.34 Co13 88 0.91 37.41 -1.13 26.83 5.65 19.34 Co13 89 0.38 37.41 0.99 26.83 -4.95 19.34 Co13 90 0.38 37.41 -1.13 26.83 5.65 19.34 Co13 91 0.33 37.41 0.99 26.83 -4.95 19.34 Co13 92 -0.40 88.62 0.99 26.83 -4.95 19.34 Co13 93 0.33 37.41 -1.13 26.83 5.65 19.34 Co13 94 -0.40 88.62 -1.13 26.83 5.65 19.34 Co13 95 2.71 37.41 0.00 26.83 0.00 14.91 Co13 96 2.58 37.41 0.00 26.83 0.00 14.91 Rafl 1 0.11 183.80 1.44 56.12 5.30 91.51 Raft 2 0.31 183.80 3.94 56.12 14.55 91.51 Raft 3 0.30 183.80 3.84 56.12 14.05 91.51 Rafl 4 0.36 183.80 4.55 56.12 16.65 91.51 Page 149 Of 330 Raft 5 0.26 183.80 3.32 56.12 12.24 91.51 Raft 6 0.25 183.80 3.24 56.12 11.86 91.51 Raft 7 0.98 183.80 -0.34 56.12 -1.96 91.51 Rafl 8 0.98 183.80 -0.34 56.12 -1.96 91.51 Raft 9 0.58 183.80 1.25 56.12 -4.86 91.51 Rafl 10 0.58 183.80 1.25 56.12 -4.86 91.51 Raft 11 1.50 183.80 -0.42 56.12 -2.00 91.51 Raft 12 1.50 183.80 -0.42 56.12 -2.00 91.51 Rafl 13 1.21 183.80 0.60 56.12 -2.32 91.51 Raft 14 1.21 183.80 0.60 56.12 -2.32 91.51 Rafl 15 -1.21 229.04 0.45 56.12 -1.73 91.51 Rafl 16 -1.16 229.04 1.28 56.12 -4.97 91.51 Raft 17 -1.21 229.04 0.45 56.12 -1.73 91.51 Rafl 18 -1.16 229.04 1.28 56.12 -4.97 91.51 Raft 19 0.88 183.80 2.46 56.12 9.44 91.51 Rafl 20 0.88 183.80 2.46 56.12 9.44 91.51 Rafl 21 0.58 183.80 1.81 56.12 6.47 91.51 Raft 22 0.58 183.80 1.81 56.12 6.47 91.51 Rafl 23 1.34 183.80 2.95 56.12 11.34 91.51 Raft 24 1.34 183.80 2.95 56.12 11.34 91.51 Rafl 25 1.04 183.80 2.30 56.12 8.37 91.51 Rafl 26 1.04 183.80 2.30 56.12 8.37 91.51 Raft 27 -1.05 229.04 2.43 56.12 8.81 91.51 Rafl 28 -1.02 229.04 1.81 56.12 6.39 91.51 Raft 29 -1.05 229.04 2.43 56.12 8.81 91.51 Raft 30 -1.02 229.04 1.81 56.12 6.39 91.51 Rafl 31 0.87 183.80 2.39 56.12 9.06 91.51 Raft 32 0.87 183.80 2.39 56.12 9.06 91.51 Rafl 33 0.57 183.80 1.73 56.12 6.09 91.51 Raft 34 0.57 183.80 1.73 56.12 6.09 91.51 Raft 35 1.34 183.80 2.88 56.12 10.96 91.51 Rafl 36 1.34 183.80 2.88 56.12 10.96 91.51 Raft 37 1.04 183.80 2.22 56.12 7.99 91.51 Rafl 38 1.04 183.80 2.22 56.12 7.99 91.51 Raft 39 -1.05 229.04 2.36 56.12 8.43 91.51 Raft 40 -1.02 229.04 1.73 56.12 6.01 91.51 Rafl 41 -1.05 229.04 2.36 56.12 8.43 91.51 Raft 42 -1.02 229.04 1.73 56.12 6.01 91.51 Rafl 43 0.96 183.80 -0.65 56.12 -2.52 91.51 Raft 44 0.96 183.80 -0.65 56.12 -2.52 91.51 Raft 45 0.57 183.80 1.55 56.12 -5.99 91.51 Rafl 46 0.57 183.80 1.55 56.12 -5.99 91.51 Raft 47 1.48 183.80 -0.18 56.12 -2.51 91.51 Rafl 48 1.48 183.80 -0.18 56.12 -2.51 91.51 Rafl 49 1.19 183.80 0.89 56.12 -3.46 91.51 Raft 50 1.19 183.80 0.89 56.12 -3.46 91.51 Rafl 51 -1.19 229.04 0.74 56.12 -2.87 91.51 Raft 52 -1.14 229.04 1.57 56.12 -6.10 91.51 Rafl 53 -1.19 229.04 0.74 56.12 -2.87 91.51 Rafl 54 -1.14 229.04 1.57 56.12 -6.10 91.51 Raft 55 3.56 183.80 1.58 56.12 5.80 91.51 Rafl 56 3.37 183.80 1.76 56.12 6.50 91.51 Raft 57 2.66 183.80 1.54 56.12 5.68 91.51 Rafl 58 2.48 183.80 1.68 56.12 6.20 91.51 Rafl 59 3.49 183.80 0.26 56.12 0.90 91.51 Raft 60 3.44 183.80 0.44 56.12 1.60 91.51 Rafl 61 0.98 183.80 -0.34 56.12 -1.96 91.51 Raft 62 0.58 183.80 1.25 56.12 -4.86 91.51 Raft 63 1.50 183.80 -0.42 56.12 -2.00 91.51 Rafl 64 1.21 183.80 0.60 56.12 -2.32 91.51 Page 150 Of 330 Rafl 65 -1.21 229.04 0.45 56.12 -1.73 91.51 Raft 66 -1.16 229.04 1.28 56.12 -4.97 91.51 Raft 67 0.88 183.80 2.46 56.12 9.44 91.51 Rafl 68 0.58 183.80 1.81 56.12 6.47 91.51 Raft 69 1.34 183.80 2.95 56.12 11.34 91.51 Rafl 70 1.04 183.80 2.30 56.12 8.37 91.51 Raft 71 -1.05 229.04 2.43 56.12 8.81 91.51 Raft 72 -1.02 229.04 1.81 56.12 6.39 91.51 Rafl 73 0.87 183.80 2.39 56.12 9.06 91.51 Raft 74 0.57 183.80 1.73 56.12 6.09 91.51 Rafl 75 1.34 183.80 2.88 56.12 10.96 91.51 Rafl 76 1.04 183.80 2.22 56.12 7.99 91.51 Raft 77 -1.05 229.04 2.36 56.12 8.43 91.51 Rafl 78 -1.02 229.04 1.73 56.12 6.01 91.51 Raft 79 0.96 183.80 -0.65 56.12 -2.52 91.51 Rafl 80 0.57 183.80 1.55 56.12 -5.99 91.51 Rafl 81 1.48 183.80 -0.18 56.12 -2.51 91.51 Raft 82 1.19 183.80 0.89 56.12 -3.46 91.51 Rafl 83 -1.19 229.04 0.74 56.12 -2.87 91.51 Raft 84 -1.14 229.04 1.57 56.12 -6.10 91.51 Rafl 85 0.30 183.80 -3.59 56.12 12.03 91.51 Rafl 86 -0.31 229.04 3.74 56.12 12.03 91.51 Raft 87 1.55 183.80 -1.06 56.12 4.10 91.51 Rafl 88 1.55 183.80 -1.06 56.12 4.10 91.51 Raft 89 1.24 183.80 0.12 56.12 0.94 91.51 Raft 90 1.24 183.80 0.12 56.12 0.94 91.51 Rafl 91 -1.24 229.04 0.26 56.12 1.39 91.51 Raft 92 -1.19 229.04 0.65 56.12 -2.51 91.51 Rafl 93 -1.24 229.04 0.26 56.12 1.39 91.51 Raft 94 -1.19 229.04 0.65 56.12 -2.51 91.51 Raft 95 2.76 183.80 3.35 56.12 12.24 91.51 Rafl 96 2.38 183.80 3.48 56.12 12.76 91.51 STRENGTH RATIO: Load Axial+ Shear+ Max Id Id Axial Shear Moment Moment Moment UC Coll 1 0.02 0.00 0.00 0.02 0.02 Coll 2 0.04 0.00 0.00 0.04 0.04 Coll 3 0.04 0.00 0.00 0.04 0.04 Coll 4 0.04 0.00 0.00 0.04 0.04 Coll 5 0.03 0.00 0.00 0.03 0.03 Coll 6 0.03 0.00 0.00 0.03 0.03 Coll 7 0.01 0.03 0.12 0.12 0.12 Coll 8 0.01 0.03 0.13 0.14 0.14 Coll 9 0.00 0.03 0.12 0.12 0.12 Coll 10 0.00 0.03 0.13 0.13 0.13 Coll 11 0.00 0.03 0.12 0.12 0.12 Coll 12 0.00 0.03 0.13 0.14 0.14 Coll 13 0.00 0.03 0.12 0.12 0.12 Coll 14 0.00 0.03 0.13 0.14 0.14 Coll 15 0.01 0.03 0.12 0.12 0.12 Coll 16 0.00 0.03 0.12 0.12 0.12 Coll 17 0.01 0.03 0.13 0.14 0.14 Coll 18 0.00 0.03 0.13 0.14 0.14 Coll 19 0.02 0.02 0.09 0.10 0.10 Coll 20 0.02 0.03 0.10 0.11 0.11 Coll 21 0.02 0.02 0.09 0.10 0.10 Coll 22 0.02 0.03 0.10 0.11 0.11 Page 151 Of 330 Coll 23 0.02 0.02 0.09 0.10 0.10 Coll 24 0.02 0.03 0.10 0.11 0.11 Coll 25 0.02 0.02 0.09 0.10 0.10 Coll 26 0.02 0.03 0.10 0.11 0.11 Coll 27 0.03 0.02 0.09 0.10 0.10 Coll 28 0.02 0.02 0.09 0.10 0.10 Coll 29 0.03 0.03 0.10 0.11 0.11 Coll 30 0.02 0.03 0.10 0.11 0.11 Coll 31 0.02 0.02 0.09 0.10 0.10 Coll 32 0.02 0.03 0.10 0.11 0.11 Coll 33 0.02 0.02 0.09 0.10 0.10 Coll 34 0.02 0.03 0.10 0.11 0.11 Coll 35 0.02 0.02 0.09 0.10 0.10 Coll 36 0.02 0.03 0.10 0.11 0.11 Coll 37 0.03 0.02 0.09 0.10 0.10 Coll 38 0.03 0.03 0.10 0.11 0.11 Coll 39 0.03 0.02 0.09 0.10 0.10 Coll 40 0.03 0.02 0.09 0.10 0.10 Coll 41 0.03 0.03 0.10 0.11 0.11 Coll 42 0.03 0.03 0.10 0.11 0.11 Coll 43 0.01 0.03 0.12 0.12 0.12 Coll 44 0.01 0.03 0.13 0.14 0.14 Coll 45 0.00 0.03 0.12 0.12 0.12 Coll 46 0.00 0.03 0.13 0.14 0.14 Coll 47 0.01 0.03 0.12 0.12 0.12 Coll 48 0.01 0.03 0.13 0.14 0.14 Coll 49 0.00 0.03 0.12 0.12 0.12 Coll 50 0.00 0.03 0.13 0.14 0.14 Coll 51 0.00 0.03 0.12 0.12 0.12 Coll 52 0.00 0.03 0.12 0.12 0.12 Coll 53 0.00 0.03 0.13 0.13 0.13 Coll 54 0.00 0.03 0.13 0.14 0.14 Coll 55 0.02 0.00 0.00 0.02 0.02 Coll 56 0.02 0.00 0.00 0.02 0.02 Coll 57 0.02 0.00 0.00 0.02 0.02 Coll 58 0.02 0.00 0.00 0.02 0.02 Coll 59 0.01 0.00 0.00 0.01 0.01 Coll 60 0.00 0.00 0.00 0.00 0.00 Coll 61 0.01 0.00 0.00 0.01 0.01 Coll 62 0.00 0.00 0.00 0.00 0.00 Coll 63 0.00 0.00 0.00 0.00 0.00 Coll 64 0.00 0.00 0.00 0.00 0.00 Coll 65 0.01 0.00 0.00 0.01 0.01 Coll 66 0.00 0.00 0.00 0.00 0.00 Coll 67 0.02 0.00 0.00 0.02 0.02 Coll 68 0.02 0.00 0.00 0.02 0.02 Coll 69 0.02 0.00 0.00 0.02 0.02 Coll 70 0.02 0.00 0.00 0.02 0.02 Coll 71 0.03 0.00 0.00 0.03 0.03 Coll 72 0.02 0.00 0.00 0.02 0.02 Coll 73 0.02 0.00 0.00 0.02 0.02 Coll 74 0.02 0.00 0.00 0.02 0.02 Coll 75 0.02 0.00 0.00 0.02 0.02 Coll 76 0.03 0.00 0.00 0.03 0.03 Coll 77 0.03 0.00 0.00 0.03 0.03 Coll 78 0.03 0.00 0.00 0.03 0.03 Coll 79 0.01 0.00 0.00 0.01 0.01 Coll 80 0.00 0.00 0.00 0.00 0.00 Coll 81 0.01 0.00 0.00 0.01 0.01 Coll 82 0.00 0.00 0.00 0.00 0.00 Page 152 Of 330 Coll 83 0.00 0.00 0.00 0.00 0.00 Coll 84 0.00 0.00 0.00 0.00 0.00 Coll 85 0.03 0.00 0.00 0.03 0.03 Coll 86 0.03 0.00 0.00 0.03 0.03 Coll 87 0.00 0.03 0.12 0.12 0.12 Coll 88 0.00 0.03 0.13 0.13 0.13 Coll 89 0.01 0.03 0.12 0.12 0.12 Coll 90 0.01 0.03 0.13 0.14 0.14 Coll 91 0.01 0.03 0.12 0.12 0.12 Coll 92 0.01 0.03 0.12 0.12 0.12 Coll 93 0.01 0.03 0.13 0.14 0.14 Coll 94 0.01 0.03 0.13 0.14 0.14 Coll 95 0.03 0.00 0.00 0.03 0.03 Coll 96 0.03 0.00 0.00 0.03 0.03 Co12 1 0.07 0.00 0.00 0.07 0.07 Co12 2 0.19 0.00 0.00 0.19 0.19 Co12 3 0.18 0.00 0.00 0.18 0.18 Co12 4 0.21 0.00 0.00 0.21 0.21 Co12 5 0.16 0.00 0.00 0.16 0.16 Co12 6 0.15 0.00 0.00 0.15 0.15 Co12 7 0.00 0.08 0.48 0.47 0.47 Co12 8 0.00 0.08 0.62 0.61 0.61 Co12 9 0.02 0.08 0.48 0.46 0.46 Co12 10 0.02 0.08 0.62 0.57 0.57 Co12 11 0.02 0.08 0.48 0.48 0.48 Co12 12 0.02 0.08 0.62 0.63 0.63 Co12 13 0.01 0.08 0.48 0.47 0.47 Co12 14 0.01 0.08 0.62 0.60 0.60 Co12 15 0.01 0.08 0.48 0.47 0.47 Co12 16 0.02 0.08 0.48 0.46 0.46 Co12 17 0.01 0.08 0.62 0.60 0.60 Co12 18 0.02 0.08 0.62 0.57 0.57 Co12 19 0.12 0.06 0.36 0.38 0.38 Co12 20 0.12 0.06 0.47 0.49 0.49 Co12 21 0.09 0.06 0.36 0.38 0.38 Co12 22 0.09 0.06 0.47 0.49 0.49 Co12 23 0.14 0.06 0.36 0.39 0.39 Co12 24 0.14 0.06 0.47 0.50 0.50 Co12 25 0.11 0.06 0.36 0.38 0.38 Co12 26 0.11 0.06 0.47 0.49 0.49 Co12 27 0.12 0.06 0.36 0.38 0.38 Co12 28 0.09 0.06 0.36 0.38 0.38 Co12 29 0.12 0.06 0.47 0.49 0.49 Co12 30 0.09 0.06 0.47 0.49 0.49 Co12 31 0.12 0.06 0.36 0.38 0.38 Co12 32 0.12 0.06 0.47 0.49 0.49 Co12 33 0.08 0.06 0.36 0.38 0.38 Co12 34 0.08 0.06 0.47 0.48 0.48 Co12 35 0.14 0.06 0.36 0.39 0.39 Co12 36 0.14 0.06 0.47 0.50 0.50 Co12 37 0.11 0.06 0.36 0.38 0.38 Co12 38 0.11 0.06 0.47 0.49 0.49 Co12 39 0.11 0.06 0.36 0.38 0.38 Co12 40 0.08 0.06 0.36 0.38 0.38 Co12 41 0.11 0.06 0.47 0.49 0.49 Co12 42 0.08 0.06 0.47 0.48 0.48 Co12 43 0.01 0.08 0.48 0.47 0.47 Co12 44 0.01 0.08 0.62 0.60 0.60 Co12 45 0.02 0.08 0.48 0.45 0.45 Co12 46 0.02 0.08 0.62 0.56 0.56 Page 153 Of 330 Co12 47 0.01 0.08 0.48 0.48 0.48 Co12 48 0.01 0.08 0.62 0.62 0.62 Co12 49 0.01 0.08 0.48 0.46 0.46 Co12 50 0.01 0.08 0.62 0.58 0.58 Co12 51 0.01 0.08 0.48 0.46 0.46 Co12 52 0.03 0.08 0.48 0.45 0.45 Co12 53 0.01 0.08 0.62 0.59 0.59 Co12 54 0.03 0.08 0.62 0.56 0.56 Co12 55 0.08 0.00 0.00 0.08 0.08 Co12 56 0.09 0.00 0.00 0.09 0.09 Co12 57 0.08 0.00 0.00 0.08 0.08 Co12 58 0.08 0.00 0.00 0.08 0.08 Co12 59 0.01 0.00 0.00 0.01 0.01 Co12 60 0.02 0.00 0.00 0.02 0.02 Co12 61 0.00 0.00 0.00 0.00 0.00 Co12 62 0.02 0.00 0.00 0.02 0.02 Co12 63 0.02 0.00 0.00 0.02 0.02 Co12 64 0.01 0.00 0.00 0.01 0.01 Co12 65 0.01 0.00 0.00 0.01 0.01 Co12 66 0.02 0.00 0.00 0.02 0.02 Co12 67 0.12 0.00 0.00 0.12 0.12 Co12 68 0.09 0.00 0.00 0.09 0.09 Co12 69 0.14 0.00 0.00 0.14 0.14 Co12 70 0.11 0.00 0.00 0.11 0.11 Co12 71 0.12 0.00 0.00 0.12 0.12 Co12 72 0.09 0.00 0.00 0.09 0.09 Co12 73 0.12 0.00 0.00 0.12 0.12 Co12 74 0.08 0.00 0.00 0.08 0.08 Co12 75 0.14 0.00 0.00 0.14 0.14 Co12 76 0.11 0.00 0.00 0.11 0.11 Co12 77 0.11 0.00 0.00 0.11 0.11 Co12 78 0.08 0.00 0.00 0.08 0.08 Co12 79 0.01 0.00 0.00 0.01 0.01 Co12 80 0.02 0.00 0.00 0.02 0.02 Co12 81 0.01 0.00 0.00 0.01 0.01 Co12 82 0.01 0.00 0.00 0.01 0.01 Co12 83 0.01 0.00 0.00 0.01 0.01 Co12 84 0.03 0.00 0.00 0.03 0.03 Co12 85 0.16 0.00 0.00 0.16 0.16 Co12 86 0.16 0.00 0.00 0.16 0.16 Co12 87 0.05 0.08 0.48 0.49 0.49 Co12 88 0.05 0.08 0.62 0.63 0.63 Co12 89 0.01 0.08 0.48 0.48 0.48 Co12 90 0.01 0.08 0.62 0.62 0.62 Co12 91 0.02 0.08 0.48 0.48 0.48 Co12 92 0.01 0.08 0.48 0.47 0.47 Co12 93 0.02 0.08 0.62 0.62 0.62 Co12 94 0.01 0.08 0.62 0.60 0.60 Co12 95 0.16 0.00 0.00 0.16 0.16 Co12 96 0.17 0.00 0.00 0.17 0.17 Co13 1 0.03 0.00 0.00 0.03 0.03 Co13 2 0.08 0.00 0.00 0.08 0.08 Co13 3 0.07 0.00 0.00 0.07 0.07 Co13 4 0.09 0.00 0.00 0.09 0.09 Co13 5 0.07 0.00 0.00 0.07 0.07 Co13 6 0.06 0.00 0.00 0.06 0.06 Co13 7 0.00 0.04 0.26 0.25 0.25 Co13 8 0.00 0.04 0.29 0.29 0.29 Co13 9 0.01 0.04 0.26 0.25 0.25 Co13 10 0.01 0.04 0.29 0.28 0.28 Page 154 Of 330 Co13 11 0.01 0.04 0.26 0.26 0.26 Co13 12 0.01 0.04 0.29 0.30 0.30 Co13 13 0.00 0.04 0.26 0.25 0.25 Co13 14 0.00 0.04 0.29 0.29 0.29 Co13 15 0.00 0.04 0.26 0.25 0.25 Co13 16 0.01 0.04 0.26 0.25 0.25 Co13 17 0.00 0.04 0.29 0.29 0.29 Co13 18 0.01 0.04 0.29 0.28 0.28 Co13 19 0.05 0.03 0.19 0.21 0.21 Co13 20 0.05 0.03 0.22 0.23 0.23 Co13 21 0.04 0.03 0.19 0.20 0.20 Co13 22 0.04 0.03 0.22 0.23 0.23 Co13 23 0.06 0.03 0.19 0.21 0.21 Co13 24 0.06 0.03 0.22 0.24 0.24 Co13 25 0.05 0.03 0.19 0.21 0.21 Co13 26 0.05 0.03 0.22 0.23 0.23 Co13 27 0.05 0.03 0.19 0.21 0.21 Co13 28 0.04 0.03 0.19 0.20 0.20 Co13 29 0.05 0.03 0.22 0.23 0.23 Co13 30 0.04 0.03 0.22 0.23 0.23 Co13 31 0.05 0.03 0.19 0.21 0.21 Co13 32 0.05 0.03 0.22 0.23 0.23 Co13 33 0.04 0.03 0.19 0.20 0.20 Co13 34 0.04 0.03 0.22 0.23 0.23 Co13 35 0.06 0.03 0.19 0.21 0.21 Co13 36 0.06 0.03 0.22 0.24 0.24 Co13 37 0.05 0.03 0.19 0.21 0.21 Co13 38 0.05 0.03 0.22 0.23 0.23 Co13 39 0.05 0.03 0.19 0.21 0.21 Co13 40 0.04 0.03 0.19 0.20 0.20 Co13 41 0.05 0.03 0.22 0.23 0.23 Co13 42 0.04 0.03 0.22 0.23 0.23 Co13 43 0.00 0.04 0.26 0.25 0.25 Co13 44 0.00 0.04 0.29 0.29 0.29 Co13 45 0.01 0.04 0.26 0.24 0.24 Co13 46 0.01 0.04 0.29 0.28 0.28 Co13 47 0.01 0.04 0.26 0.26 0.26 Co13 48 0.01 0.04 0.29 0.29 0.29 Co13 49 0.01 0.04 0.26 0.25 0.25 Co13 50 0.01 0.04 0.29 0.29 0.29 Co13 51 0.01 0.04 0.26 0.25 0.25 Co13 52 0.01 0.04 0.26 0.24 0.24 Co13 53 0.01 0.04 0.29 0.29 0.29 Co13 54 0.01 0.04 0.29 0.28 0.28 Co13 55 0.04 0.00 0.00 0.04 0.04 Co13 56 0.04 0.00 0.00 0.04 0.04 Co13 57 0.04 0.00 0.00 0.04 0.04 Co13 58 0.04 0.00 0.00 0.04 0.04 Co13 59 0.02 0.00 0.00 0.02 0.02 Co13 60 0.01 0.00 0.00 0.01 0.01 Co13 61 0.00 0.00 0.00 0.00 0.00 Co13 62 0.01 0.00 0.00 0.01 0.01 Co13 63 0.01 0.00 0.00 0.01 0.01 Co13 64 0.00 0.00 0.00 0.00 0.00 Co13 65 0.00 0.00 0.00 0.00 0.00 Co13 66 0.01 0.00 0.00 0.01 0.01 Co13 67 0.05 0.00 0.00 0.05 0.05 Co13 68 0.04 0.00 0.00 0.04 0.04 Co13 69 0.06 0.00 0.00 0.06 0.06 Co13 70 0.05 0.00 0.00 0.05 0.05 Page 155 Of 330 Co13 71 0.05 0.00 0.00 0.05 0.05 Co13 72 0.04 0.00 0.00 0.04 0.04 Co13 73 0.05 0.00 0.00 0.05 0.05 Co13 74 0.04 0.00 0.00 0.04 0.04 Co13 75 0.06 0.00 0.00 0.06 0.06 Co13 76 0.05 0.00 0.00 0.05 0.05 Co13 77 0.05 0.00 0.00 0.05 0.05 Co13 78 0.04 0.00 0.00 0.04 0.04 Co13 79 0.00 0.00 0.00 0.00 0.00 Co13 80 0.01 0.00 0.00 0.01 0.01 Co13 81 0.01 0.00 0.00 0.01 0.01 Co13 82 0.01 0.00 0.00 0.01 0.01 Co13 83 0.01 0.00 0.00 0.01 0.01 Co13 84 0.01 0.00 0.00 0.01 0.01 Co13 85 0.05 0.00 0.00 0.05 0.05 Co13 86 0.08 0.00 0.00 0.08 0.08 Co13 87 0.02 0.04 0.26 0.26 0.26 Co13 88 0.02 0.04 0.29 0.30 0.30 Co13 89 0.01 0.04 0.26 0.26 0.26 Co13 90 0.01 0.04 0.29 0.29 0.29 Co13 91 0.01 0.04 0.26 0.26 0.26 Co13 92 0.00 0.04 0.26 0.25 0.25 Co13 93 0.01 0.04 0.29 0.29 0.29 Co13 94 0.00 0.04 0.29 0.29 0.29 Co13 95 0.07 0.00 0.00 0.07 0.07 Co13 96 0.07 0.00 0.00 0.07 0.07 ----- Rafl ---- 1 ----- 0.00 ----- 0.03 ------ 0.06 ------ ------ 0.06 ----- 0.06 Rafl 2 0.00 0.07 0.16 0.16 0.16 Raft 3 0.00 0.07 0.15 0.15 0.15 Raft 4 0.00 0.08 0.18 0.18 0.18 Rafl 5 0.00 0.06 0.13 0.13 0.13 Raft 6 0.00 0.06 0.13 0.13 0.13 Rafl 7 0.01 0.01 0.02 0.02 0.02 Raft 8 0.01 0.01 0.02 0.02 0.02 Raft 9 0.00 0.02 0.05 0.05 0.05 Rafl 10 0.00 0.02 0.05 0.05 0.05 Raft 11 0.01 0.01 0.02 0.03 0.03 Rafl 12 0.01 0.01 0.02 0.03 0.03 Raft 13 0.01 0.01 0.03 0.03 0.03 Raft 14 0.01 0.01 0.03 0.03 0.03 Rafl 15 0.01 0.01 0.02 0.02 0.02 Raft 16 0.01 0.02 0.05 0.06 0.06 Rafl 17 0.01 0.01 0.02 0.02 0.02 Rafl 18 0.01 0.02 0.05 0.06 0.06 Raft 19 0.00 0.04 0.10 0.11 0.11 Rafl 20 0.00 0.04 0.10 0.11 0.11 Raft 21 0.00 0.03 0.07 0.07 0.07 Rafl 22 0.00 0.03 0.07 0.07 0.07 Rafl 23 0.01 0.05 0.12 0.13 0.13 Raft 24 0.01 0.05 0.12 0.13 0.13 Rafl 25 0.01 0.04 0.09 0.09 0.09 Raft 26 0.01 0.04 0.09 0.09 0.09 Rafl 27 0.00 0.04 0.10 0.10 0.10 Rafl 28 0.00 0.03 0.07 0.07 0.07 Raft 29 0.00 0.04 0.10 0.10 0.10 Rafl 30 0.00 0.03 0.07 0.07 0.07 Raft 31 0.00 0.04 0.10 0.10 0.10 Raft 32 0.00 0.04 0.10 0.10 0.10 Rafl 33 0.00 0.03 0.07 0.07 0.07 Page 156 Of 330 Rafl 34 0.00 0.03 0.07 0.07 0.07 Raft 35 0.01 0.05 0.12 0.12 0.12 Raft 36 0.01 0.05 0.12 0.12 0.12 Rafl 37 0.01 0.04 0.09 0.09 0.09 Raft 38 0.01 0.04 0.09 0.09 0.09 Rafl 39 0.00 0.04 0.09 0.09 0.09 Raft 40 0.00 0.03 0.07 0.07 0.07 Raft 41 0.00 0.04 0.09 0.09 0.09 Rafl 42 0.00 0.03 0.07 0.07 0.07 Raft 43 0.01 0.01 0.03 0.03 0.03 Rafl 44 0.01 0.01 0.03 0.03 0.03 Rafl 45 0.00 0.03 0.07 0.07 0.07 Raft 46 0.00 0.03 0.07 0.07 0.07 Rafl 47 0.01 0.00 0.03 0.03 0.03 Raft 48 0.01 0.00 0.03 0.03 0.03 Rafl 49 0.01 0.02 0.04 0.04 0.04 Rafl 50 0.01 0.02 0.04 0.04 0.04 Raft 51 0.01 0.01 0.03 0.03 0.03 Rafl 52 0.00 0.03 0.07 0.07 0.07 Raft 53 0.01 0.01 0.03 0.03 0.03 Rafl 54 0.00 0.03 0.07 0.07 0.07 Rafl 55 0.02 0.03 0.06 0.07 0.07 Raft 56 0.02 0.03 0.07 0.08 0.08 Rafl 57 0.01 0.03 0.06 0.07 0.07 Raft 58 0.01 0.03 0.07 0.07 0.07 Raft 59 0.02 0.00 0.01 0.02 0.02 Rafl 60 0.02 0.01 0.02 0.02 0.02 Raft 61 0.01 0.01 0.02 0.02 0.02 Rafl 62 0.00 0.02 0.05 0.05 0.05 Raft 63 0.01 0.01 0.02 0.03 0.03 Raft 64 0.01 0.01 0.03 0.03 0.03 Rafl 65 0.01 0.01 0.02 0.02 0.02 Raft 66 0.01 0.02 0.05 0.06 0.06 Rafl 67 0.00 0.04 0.10 0.11 0.11 Raft 68 0.00 0.03 0.07 0.07 0.07 Raft 69 0.01 0.05 0.12 0.13 0.13 Rafl 70 0.01 0.04 0.09 0.09 0.09 Raft 71 0.00 0.04 0.10 0.10 0.10 Rafl 72 0.00 0.03 0.07 0.07 0.07 Raft 73 0.00 0.04 0.10 0.10 0.10 Raft 74 0.00 0.03 0.07 0.07 0.07 Rafl 75 0.01 0.05 0.12 0.12 0.12 Raft 76 0.01 0.04 0.09 0.09 0.09 Rafl 77 0.00 0.04 0.09 0.09 0.09 Rafl 78 0.00 0.03 0.07 0.07 0.07 Raft 79 0.01 0.01 0.03 0.03 0.03 Rafl 80 0.00 0.03 0.07 0.07 0.07 Raft 81 0.01 0.00 0.03 0.03 0.03 Rafl 82 0.01 0.02 0.04 0.04 0.04 Rafl 83 0.01 0.01 0.03 0.03 0.03 Raft 84 0.00 0.03 0.07 0.07 0.07 Rafl 85 0.00 0.06 0.13 0.13 0.13 Raft 86 0.00 0.07 0.13 0.13 0.13 Rafl 87 0.01 0.02 0.04 0.05 0.05 Rafl 88 0.01 0.02 0.04 0.05 0.05 Raft 89 0.01 0.00 0.01 0.01 0.01 Rafl 90 0.01 0.00 0.01 0.01 0.01 Raft 91 0.01 0.00 0.02 0.02 0.02 Raft 92 0.01 0.01 0.03 0.03 0.03 Rafl 93 0.01 0.00 0.02 0.02 0.02 Page 157 Of 330 Rafl 94 0.01 0.01 0.03 0.03 0.03 Raft 95 0.02 0.06 0.13 0.14 0.14 Raft 96 0.01 0.06 0.14 0.14 0.14 COLUMN REACTIONS: ----------------- Load In Plane --Out Plane Horz-- Id Id Vert(k ) Horz(k ) Base(k ) Roof(k ) Coll 1 2.12 0.00 0.00 0.00 Coll 2 4.74 0.00 0.00 0.00 Coll 3 4.99 0.00 0.00 0.00 Coll 4 5.85 0.00 0.00 0.00 Coll 5 4.09 0.00 0.00 0.00 Coll 6 4.28 0.00 0.00 0.00 Coll 7 -0.66 0.00 -1.15 -1.15 Coll 8 -0.66 0.00 1.31 1.31 Coll 9 0.12 0.00 -1.15 -1.15 Coll 10 0.12 0.00 1.31 1.31 Coll 11 -0.28 0.00 -1.15 -1.15 Coll 12 -0.28 0.00 1.31 1.31 Coll 13 0.49 0.00 -1.15 -1.15 Coll 14 0.49 0.00 1.31 1.31 Coll 15 1.01 0.00 -1.15 -1.15 Coll 16 0.46 0.00 -1.15 -1.15 Coll 17 1.01 0.00 1.31 1.31 Coll 18 0.46 0.00 1.31 1.31 Coll 19 2.32 0.00 -0.86 -0.86 Coll 20 2.32 0.00 0.98 0.98 Coll 21 2.90 0.00 -0.86 -0.86 Coll 22 2.90 0.00 0.98 0.98 Coll 23 2.60 0.00 -0.86 -0.86 Coll 24 2.60 0.00 0.98 0.98 Coll 25 3.18 0.00 -0.86 -0.86 Coll 26 3.18 0.00 0.98 0.98 Coll 27 3.58 0.00 -0.86 -0.86 Coll 28 3.16 0.00 -0.86 -0.86 Coll 29 3.58 0.00 0.98 0.98 Coll 30 3.16 0.00 0.98 0.98 Coll 31 2.51 0.00 -0.86 -0.86 Coll 32 2.51 0.00 0.98 0.98 Coll 33 3.09 0.00 -0.86 -0.86 Coll 34 3.09 0.00 0.98 0.98 Coll 35 2.79 0.00 -0.86 -0.86 Coll 36 2.79 0.00 0.98 0.98 Coll 37 3.37 0.00 -0.86 -0.86 Coll 38 3.37 0.00 0.98 0.98 Coll 39 3.76 0.00 -0.86 -0.86 Coll 40 3.35 0.00 -0.86 -0.86 Coll 41 3.76 0.00 0.98 0.98 Coll 42 3.35 0.00 0.98 0.98 Coll 43 -1.34 0.00 -1.15 -1.15 Coll 44 -1.34 0.00 1.31 1.31 Coll 45 -0.56 0.00 -1.15 -1.15 Coll 46 -0.56 0.00 1.31 1.31 Coll 47 -0.96 0.00 -1.15 -1.15 Coll 48 -0.96 0.00 1.31 1.31 Coll 49 -0.19 0.00 -1.15 -1.15 Coll 50 -0.19 0.00 1.31 1.31 Page 158 Of 330 Coll 51 0.33 0.00 -1.15 -1.15 Coll 52 -0.22 0.00 -1.15 -1.15 Coll 53 0.33 0.00 1.31 1.31 Coll 54 -0.22 0.00 1.31 1.31 Coll 55 2.40 0.00 0.00 0.00 Coll 56 2.22 0.00 0.00 0.00 Coll 57 2.33 0.00 0.00 0.00 Coll 58 2.20 0.00 0.00 0.00 Coll 59 0.69 0.00 0.00 0.00 Coll 60 0.51 0.00 0.00 0.00 Coll 61 -0.66 0.00 0.00 0.00 Coll 62 0.12 0.00 0.00 0.00 Coll 63 -0.28 0.00 0.00 0.00 Coll 64 0.49 0.00 0.00 0.00 Coll 65 1.01 0.00 0.00 0.00 Coll 66 0.46 0.00 0.00 0.00 Coll 67 2.32 0.00 0.00 0.00 Coll 68 2.90 0.00 0.00 0.00 Coll 69 2.60 0.00 0.00 0.00 Coll 70 3.18 0.00 0.00 0.00 Coll 71 3.58 0.00 0.00 0.00 Coll 72 3.16 0.00 0.00 0.00 Coll 73 2.51 0.00 0.00 0.00 Coll 74 3.09 0.00 0.00 0.00 Coll 75 2.79 0.00 0.00 0.00 Coll 76 3.37 0.00 0.00 0.00 Coll 77 3.76 0.00 0.00 0.00 Coll 78 3.35 0.00 0.00 0.00 Coll 79 -1.34 0.00 0.00 0.00 Coll 80 -0.56 0.00 0.00 0.00 Coll 81 -0.96 0.00 0.00 0.00 Coll 82 -0.19 0.00 0.00 0.00 Coll 83 0.33 0.00 0.00 0.00 Coll 84 -0.22 0.00 0.00 0.00 Coll 85 4.49 0.00 0.00 0.00 Coll 86 3.43 0.00 0.00 0.00 Coll 87 0.14 0.00 -1.15 -1.15 Coll 88 0.14 0.00 1.31 1.31 Coll 89 0.91 0.00 -1.15 -1.15 Coll 90 0.91 0.00 1.31 1.31 Coll 91 1.43 0.00 -1.15 -1.15 Coll 92 0.88 0.00 -1.15 -1.15 Coll 93 1.43 0.00 1.31 1.31 Coll 94 0.88 0.00 1.31 1.31 Coll 95 4.48 0.00 0.00 0.00 Coll 96 4.36 0.00 0.00 0.00 Co12 1 3.12 0.00 0.00 0.00 Co12 2 8.03 0.00 0.00 0.00 Co12 3 7.79 0.00 0.00 0.00 Co12 4 9.18 0.00 0.00 0.00 Co12 5 6.80 0.00 0.00 0.00 Co12 6 6.62 0.00 0.00 0.00 Co12 7 -0.26 0.00 -3.26 -3.26 Co12 8 -0.26 0.00 3.59 3.59 Co12 9 -2.16 0.00 -3.26 -3.26 Co12 10 -2.16 0.00 3.59 3.59 Co12 11 1.05 0.00 -3.26 -3.26 Co12 12 1.05 0.00 3.59 3.59 Co12 13 -0.85 0.00 -3.26 -3.26 Co12 14 -0.85 0.00 3.59 3.59 Page 159 Of 330 Co12 15 -0.53 0.00 -3.26 -3.26 Co12 16 -2.20 0.00 -3.26 -3.26 Co12 17 -0.53 0.00 3.59 3.59 Co12 18 -2.20 0.00 3.59 3.59 Co12 19 5.22 0.00 -2.44 -2.44 Co12 20 5.22 0.00 2.69 2.69 Co12 21 3.79 0.00 -2.44 -2.44 Co12 22 3.79 0.00 2.69 2.69 Co12 23 6.21 0.00 -2.44 -2.44 Co12 24 6.21 0.00 2.69 2.69 Co12 25 4.78 0.00 -2.44 -2.44 Co12 26 4.78 0.00 2.69 2.69 Co12 27 5.02 0.00 -2.44 -2.44 Co12 28 3.77 0.00 -2.44 -2.44 Co12 29 5.02 0.00 2.69 2.69 Co12 30 3.77 0.00 2.69 2.69 Co12 31 5.05 0.00 -2.44 -2.44 Co12 32 5.05 0.00 2.69 2.69 Co12 33 3.62 0.00 -2.44 -2.44 Co12 34 3.62 0.00 2.69 2.69 Co12 35 6.03 0.00 -2.44 -2.44 Co12 36 6.03 0.00 2.69 2.69 Co12 37 4.60 0.00 -2.44 -2.44 Co12 38 4.60 0.00 2.69 2.69 Co12 39 4.85 0.00 -2.44 -2.44 Co12 40 3.59 0.00 -2.44 -2.44 Co12 41 4.85 0.00 2.69 2.69 Co12 42 3.59 0.00 2.69 2.69 Co12 43 -1.00 0.00 -3.26 -3.26 Co12 44 -1.00 0.00 3.59 3.59 Co12 45 -2.90 0.00 -3.26 -3.26 Co12 46 -2.90 0.00 3.59 3.59 Co12 47 0.31 0.00 -3.26 -3.26 Co12 48 0.31 0.00 3.59 3.59 Co12 49 -1.59 0.00 -3.26 -3.26 Co12 50 -1.59 0.00 3.59 3.59 Co12 51 -1.26 0.00 -3.26 -3.26 Co12 52 -2.94 0.00 -3.26 -3.26 Co12 53 -1.26 0.00 3.59 3.59 Co12 54 -2.94 0.00 3.59 3.59 Co12 55 3.45 0.00 0.00 0.00 Co12 56 3.79 0.00 0.00 0.00 Co12 57 3.36 0.00 0.00 0.00 Co12 58 3.62 0.00 0.00 0.00 Co12 59 0.64 0.00 0.00 0.00 Co12 60 0.99 0.00 0.00 0.00 Co12 61 -0.26 0.00 0.00 0.00 Co12 62 -2.16 0.00 0.00 0.00 Co12 63 1.05 0.00 0.00 0.00 Co12 64 -0.85 0.00 0.00 0.00 Co12 65 -0.53 0.00 0.00 0.00 Co12 66 -2.20 0.00 0.00 0.00 Co12 67 5.22 0.00 0.00 0.00 Co12 68 3.79 0.00 0.00 0.00 Co12 69 6.21 0.00 0.00 0.00 Co12 70 4.78 0.00 0.00 0.00 Co12 71 5.02 0.00 0.00 0.00 Co12 72 3.77 0.00 0.00 0.00 Co12 73 5.05 0.00 0.00 0.00 Co12 74 3.62 0.00 0.00 0.00 Page 160 Of 330 Co12 75 6.03 0.00 0.00 0.00 Co12 76 4.60 0.00 0.00 0.00 Co12 77 4.85 0.00 0.00 0.00 Co12 78 3.59 0.00 0.00 0.00 Co12 79 -1.00 0.00 0.00 0.00 Co12 80 -2.90 0.00 0.00 0.00 Co12 81 0.31 0.00 0.00 0.00 Co12 82 -1.59 0.00 0.00 0.00 Co12 83 -1.26 0.00 0.00 0.00 Co12 84 -2.94 0.00 0.00 0.00 Co12 85 6.67 0.00 0.00 0.00 Co12 86 6.68 0.00 0.00 0.00 Co12 87 2.33 0.00 -3.26 -3.26 Co12 88 2.33 0.00 3.59 3.59 Co12 89 0.42 0.00 -3.26 -3.26 Co12 90 0.42 0.00 3.59 3.59 Co12 91 0.75 0.00 -3.26 -3.26 Co12 92 -0.93 0.00 -3.26 -3.26 Co12 93 0.75 0.00 3.59 3.59 Co12 94 -0.93 0.00 3.59 3.59 Co12 95 6.87 0.00 0.00 0.00 Co12 96 7.13 0.00 0.00 0.00 Co13 1 1.17 0.00 0.00 0.00 Co13 2 2.86 0.00 0.00 0.00 Co13 3 2.80 0.00 0.00 0.00 Co13 4 3.29 0.00 0.00 0.00 Co13 5 2.44 0.00 0.00 0.00 Co13 6 2.40 0.00 0.00 0.00 Co13 7 0.02 0.00 -0.99 -0.99 Co13 8 0.02 0.00 1.13 1.13 Co13 9 -0.51 0.00 -0.99 -0.99 Co13 10 -0.51 0.00 1.13 1.13 Co13 11 0.49 0.00 -0.99 -0.99 Co13 12 0.49 0.00 1.13 1.13 Co13 13 -0.04 0.00 -0.99 -0.99 Co13 14 -0.04 0.00 1.13 1.13 Co13 15 -0.09 0.00 -0.99 -0.99 Co13 16 -0.62 0.00 -0.99 -0.99 Co13 17 -0.09 0.00 1.13 1.13 Co13 18 -0.62 0.00 1.13 1.13 Co13 19 1.89 0.00 -0.74 -0.74 Co13 20 1.89 0.00 0.85 0.85 Co13 21 1.48 0.00 -0.74 -0.74 Co13 22 1.48 0.00 0.85 0.85 Co13 23 2.24 0.00 -0.74 -0.74 Co13 24 2.24 0.00 0.85 0.85 Co13 25 1.84 0.00 -0.74 -0.74 Co13 26 1.84 0.00 0.85 0.85 Co13 27 1.81 0.00 -0.74 -0.74 Co13 28 1.41 0.00 -0.74 -0.74 Co13 29 1.81 0.00 0.85 0.85 Co13 30 1.41 0.00 0.85 0.85 Co13 31 1.85 0.00 -0.74 -0.74 Co13 32 1.85 0.00 0.85 0.85 Co13 33 1.44 0.00 -0.74 -0.74 Co13 34 1.44 0.00 0.85 0.85 Co13 35 2.20 0.00 -0.74 -0.74 Co13 36 2.20 0.00 0.85 0.85 Co13 37 1.80 0.00 -0.74 -0.74 Co13 38 1.80 0.00 0.85 0.85 Page 161 Of 330 Co13 39 1.76 0.00 -0.74 -0.74 Co13 40 1.37 0.00 -0.74 -0.74 Co13 41 1.76 0.00 0.85 0.85 Co13 42 1.37 0.00 0.85 0.85 Co13 43 -0.28 0.00 -0.99 -0.99 Co13 44 -0.28 0.00 1.13 1.13 Co13 45 -0.82 0.00 -0.99 -0.99 Co13 46 -0.82 0.00 1.13 1.13 Co13 47 0.19 0.00 -0.99 -0.99 Co13 48 0.19 0.00 1.13 1.13 Co13 49 -0.34 0.00 -0.99 -0.99 Co13 50 -0.34 0.00 1.13 1.13 Co13 51 -0.39 0.00 -0.99 -0.99 Co13 52 -0.92 0.00 -0.99 -0.99 Co13 53 -0.39 0.00 1.13 1.13 Co13 54 -0.92 0.00 1.13 1.13 Co13 55 1.59 0.00 0.00 0.00 Co13 56 1.42 0.00 0.00 0.00 Co13 57 1.49 0.00 0.00 0.00 Co13 58 1.36 0.00 0.00 0.00 Co13 59 0.57 0.00 0.00 0.00 Co13 60 0.39 0.00 0.00 0.00 Co13 61 0.02 0.00 0.00 0.00 Co13 62 -0.51 0.00 0.00 0.00 Co13 63 0.49 0.00 0.00 0.00 Co13 64 -0.04 0.00 0.00 0.00 Co13 65 -0.09 0.00 0.00 0.00 Co13 66 -0.62 0.00 0.00 0.00 Co13 67 1.89 0.00 0.00 0.00 Co13 68 1.48 0.00 0.00 0.00 Co13 69 2.24 0.00 0.00 0.00 Co13 70 1.84 0.00 0.00 0.00 Co13 71 1.81 0.00 0.00 0.00 Co13 72 1.41 0.00 0.00 0.00 Co13 73 1.85 0.00 0.00 0.00 Co13 74 1.44 0.00 0.00 0.00 Co13 75 2.20 0.00 0.00 0.00 Co13 76 1.80 0.00 0.00 0.00 Co13 77 1.76 0.00 0.00 0.00 Co13 78 1.37 0.00 0.00 0.00 Co13 79 -0.28 0.00 0.00 0.00 Co13 80 -0.82 0.00 0.00 0.00 Co13 81 0.19 0.00 0.00 0.00 Co13 82 -0.34 0.00 0.00 0.00 Co13 83 -0.39 0.00 0.00 0.00 Co13 84 -0.92 0.00 0.00 0.00 Co13 85 1.87 0.00 0.00 0.00 Co13 86 2.91 0.00 0.00 0.00 Co13 87 0.91 0.00 -0.99 -0.99 Co13 88 0.91 0.00 1.13 1.13 Co13 89 0.38 0.00 -0.99 -0.99 Co13 90 0.38 0.00 1.13 1.13 Co13 91 0.33 0.00 -0.99 -0.99 Co13 92 -0.20 0.00 -0.99 -0.99 Co13 93 0.33 0.00 1.13 1.13 Co13 94 -0.20 0.00 1.13 1.13 Co13 95 2.71 0.00 0.00 0.00 Co13 96 2.58 0.00 0.00 0.00 COLUMN DEFLECTIONS: Page 162 Of 330 Load Deflection(in) Id Id Calc Limit ----- Coll ---- 97 ------ 0.00 ------ 2.33 Coll 98 0.00 2.33 Coll 99 0.00 2.33 Coll 100 0.00 2.33 Coll 101 0.00 2.33 Coll 102 0.00 2.33 Coll 103 0.00 2.33 Coll 104 0.00 2.33 Coll 105 0.00 2.33 Coll 106 0.00 2.33 Coll 107 0.00 2.33 Coll 108 0.00 2.33 Coll 109 0.00 2.33 Coll 110 -0.27 2.33 Coll 111 0.31 2.33 Coll 112 0.00 2.33 Coll 113 0.00 2.33 Coll 114 0.00 2.33 Coll 115 0.00 2.33 Coll 116 0.00 2.33 Coll 117 0.00 2.33 Coll 118 0.00 2.33 Coll 119 0.00 2.33 Coll 120 0.00 2.33 Co12 97 0.00 2.17 Co12 98 0.00 2.17 Co12 99 0.00 2.17 Co12 100 0.00 2.17 Co12 101 0.00 2.17 Co12 102 0.00 2.17 Co12 103 0.00 2.17 Co12 104 0.00 2.17 Co12 105 0.00 2.17 Co12 106 0.00 2.17 Co12 107 0.00 2.17 Co12 108 0.00 2.17 Co12 109 0.00 2.17 Co12 110 -0.58 2.17 Co12 111 0.64 2.17 Co12 112 0.00 2.17 Co12 113 0.00 2.17 Co12 114 0.00 2.17 Co12 115 0.00 2.17 Co12 116 0.00 2.17 Co12 117 0.00 2.17 Co12 118 0.00 2.17 Co12 119 0.00 2.17 Co12 120 0.00 2.17 Co13 97 0.00 2.00 Co13 98 0.00 2.00 Co13 99 0.00 2.00 Co13 100 0.00 2.00 Co13 101 0.00 2.00 Co13 102 0.00 2.00 Co13 103 0.00 2.00 Co13 104 0.00 2.00 Page 163 Of 330 Co13 105 0.00 2.00 Co13 106 0.00 2.00 Co13 107 0.00 2.00 Co13 108 0.00 2.00 Co13 109 0.00 2.00 Co13 110 -0.40 2.00 Co13 111 0.46 2.00 Co13 112 0.00 2.00 Co13 113 0.00 2.00 Co13 114 0.00 2.00 Co13 115 0.00 2.00 Co13 116 0.00 2.00 Co13 117 0.00 2.00 Co13 118 0.00 2.00 Co13 119 0.00 2.00 Co13 120 0.00 2.00 RAFTER DEFLECTIONS: Load Deflection(in) Id Id Calc Limit ----- Rafl ---- 97 ------ -0.03 ------ 1.55 Rafl 98 -0.08 1.55 Raft 99 -0.08 1.55 Raft 100 -0.09 1.55 Rafl 101 -0.05 1.29 Raft 102 -0.05 1.29 Rafl 103 -0.06 1.29 Raft 104 0.01 1.29 Raft 105 0.03 1.29 Rafl 106 -0.02 1.29 Raft 107 0.01 1.29 Rafl 108 0.01 1.29 Raft 109 0.03 1.29 Raft 110 -0.02 1.29 Rafl 111 -0.02 1.29 Rafl 112 -0.03 1.55 Rafl 113 -0.03 1.55 Raft 114 -0.03 1.55 Raft 115 -0.03 1.55 Rafl 116 -0.01 1.55 Raft 117 -0.01 1.55 Rafl 118 0.00 1.55 Rafl 119 0.00 1.55 Raft 120 -0.02 1.55 UNBRACED LENGTH: Major --Minor(ft)-- Id ------ (ft) ------ Bend ------ Axial ------ Coll 23.3 7.5 7.5 Co12 21.7 9.7 7.5 Co13 20.0 7.5 7.5 Rafl 19.4 10.1 4.5 ----KL/R---- Major Minor 82 56 56 120 75 107 45 36 Page 164 Of 330 LOAD COMBINATIONS: Strength Combinations 1 Dead+Collateral 2 Dead+Collateral+Live 3 Dead+Collateral+Snow 4 Dead+Collateral+MIN_SNOW 5 Dead+Collateral+0.75Live 6 Dead+Collateral+0.75Snow 7 Dead+0.6Wind_Left1+0.6Wind_Pressure 8 Dead+0.6Wind Leftl+0.6Wind Suction 9 Dead+0.6Wind_Rightl+0.6Wind_Pressure 10 Dead+0.6Wind_Rightl+0.6Wind_Suction 11 Dead+0.6Wind Left2+0.6Wind Pressure 12 Dead+0.6Wind_Left2+0.6Wind_Suction 13 Dead+0.6Wind_Right2+0.6Wind_Pressure 14 Dead+0.6Wind_Right2+0.6Wind_Suction 15 Dead+0.6Wind_Pressure+0.6Wind_Longl 16 Dead+0.6Wind_Pressure+0.6Wind_Long2 17 Dead+0.6Wind_Suction+0.6Wind_Longl 18 Dead+0.6Wind_Suction+0.6Wind_Long2 19 Dead+Collateral+0.75Live+0.45Wind Leftl+0.45Wind Pressure 20 Dead+Collateral+0.75Live+0.45Wind_Left1+0.45Wind_Suction 21 Dead+Collateral+0.75Live+0.45Wind_Rightl+0.45Wind_Pressure 22 Dead+Collateral+0.75Live+0.45Wind_Rightl+0.45Wind_Suction 23 Dead+Collateral+0.75Live+0.45Wind_Left2+0.45Wind_Pressure 24 Dead+Collateral+0.75Live+0.45Wind Left2+0.45Wind Suction 25 Dead+Collateral+0.75Live+0.45Wind_Right2+0.45Wind_Pressure 26 Dead+Collateral+0.75Live+0.45Wind_Right2+0.45Wind_Suction 27 Dead+Collateral+0.75Live+0.45Wind_Pressure+0.45Wind_Longl 28 Dead+Collateral+0.75Live+0.45Wind_Pressure+0.45Wind_Long2 29 Dead+Collateral+0.75Live+0.45Wind_Suction+0.45Wind_Longl 30 Dead+Collateral+0.75Live+0.45Wind_Suction+0.45Wind_Long2 31 Dead+Collateral+0.75Snow+0.45Wind Leftl+0.45Wind Pressure 32 Dead+Collateral+0.75Snow+0.45Wind Leftl+0.45Wind Suction 33 Dead+Collateral+0.75Snow+0.45Wind_Rightl+0.45Wind_Pressure 34 Dead+Collateral+0.75Snow+0.45Wind_Rightl+0.45Wind_Suction 35 Dead+Collateral+0.75Snow+0.45Wind_Left2+0.45Wind_Pressure 36 Dead+Collateral+0.75Snow+0.45Wind Left2+0.45Wind Suction 37 Dead+Collateral+0.75Snow+0.45Wind_Right2+0.45Wind_Pressure 38 Dead+Collateral+0.75Snow+0.45Wind_Right2+0.45Wind_Suction 39 Dead+Collateral+0.75Snow+0.45Wind_Pressure+0.45Wind_Longl 40 Dead+Collateral+0.75Snow+0.45Wind_Pressure+0.45Wind_Long2 41 Dead+Collateral+0.75Snow+0.45Wind_Suction+0.45Wind_Longl 42 Dead+Collateral+0.75Snow+0.45Wind_Suction+0.45Wind_Long2 43 0.6Dead+0.6Wind_Left1+0.6Wind_Pressure 44 0.6Dead+0.6Wind Leftl+0.6Wind Suction 45 0.6Dead+0.6Wind_Rightl+0.6Wind_Pressure 46 0.6Dead+0.6Wind_Rightl+0.6Wind_Suction 47 0.6Dead+0.6Wind Left2+0.6Wind Pressure 48 0.6Dead+0.6Wind_Left2+0.6Wind_Suction 49 0.6Dead+0.6Wind_Right2+0.6Wind_Pressure 50 0.6Dead+0.6Wind_Right2+0.6Wind_Suction 51 0.6Dead+0.6Wind_Pressure+0.6Wind_Longl 52 0.6Dead+0.6Wind_Pressure+0.6Wind_Long2 53 0.6Dead+0.6Wind_Suction+0.6Wind_Longl 54 0.6Dead+0.6Wind_Suction+0.6Wind_Long2 55 1.16Dead+1.16Collateral+0.7Seismic L 56 1.16Dead+1.16Collateral+0.7Seismic_R 57 1.12Dead+1.12Collateral+0.52Seismic L Page 165 Of 330 58 1.12Dead+1.12Collateral+0.52Seismic R 59 0.44Dead+0.7Seismic L 60 0.44Dead+0.7Seismic_R 61 Dead+0.6Wind Leftl 62 Dead+0.6Wind_Rightl 63 Dead+0.6Wind Left2 64 Dead+0.6Wind_Right2 65 Dead+0.6Wind_Longl 66 Dead+0.6Wind_Long2 67 Dead+Collateral+0.75Live+0.45Wind_Left1 68 Dead+Collateral+0.75Live+0.45Wind_Rightl 69 Dead+Collateral+0.75Live+0.45Wind Left2 70 Dead+Collateral+0.75Live+0.45Wind_Right2 71 Dead+Collateral+0.75Live+0.45Wind_Longl 72 Dead+Collateral+0.75Live+0.45Wind_Long2 73 Dead+Collateral+0.75Snow+0.45Wind Leftl 74 Dead+Collateral+0.75Snow+0.45Wind_Rightl 75 Dead+Collateral+0.75Snow+0.45Wind_Left2 76 Dead+Collateral+0.75Snow+0.45Wind_Right2 77 Dead+Collateral+0.75Snow+0.45Wind_Longl 78 Dead+Collateral+0.75Snow+0.45Wind_Long2 79 0.6Dead+0.6Wind Leftl 80 0.6Dead+0.6Wind_Rightl 81 0.6Dead+0.6Wind Left2 82 0.6Dead+0.6Wind_Right2 83 0.6Dead+0.6Wind_Longl 84 0.6Dead+0.6Wind_Long2 85 Dead+Collateral+Snow/2+E1PAT_SL_l 86 Dead+Collateral+Snow/2+E1PAT_SL_2 87 Dead+Collateral+0.6Wind Left2+0.6Wind Pressure 88 Dead+Collateral+0.6Wind_Left2+0.6Wind_Suction 89 Dead+Collateral+0.6Wind_Right2+0.6Wind_Pressure 90 Dead+Collateral+0.6Wind_Right2+0.6Wind_Suction 91 Dead+Collateral+0.6Wind_Pressure+0.6Wind_Longl 92 Dead+Collateral+0.6Wind_Pressure+0.6Wind_Long2 93 Dead+Collateral+0.6Wind_Suction+0.6Wind_Longl 94 Dead+Collateral+0.6Wind_Suction+0.6Wind_Long2 95 1.12Dead+1.12Collateral+0.75Snow+0.52Seismic_L 96 1.12Dead+1.12Collateral+0.75Snow+0.52Seismic R Deflection Combinations 97 Dead+Collateral 98 Dead+Collateral+Live 99 Dead+Collateral+Snow 100 Dead+Collateral+MIN_SNOW 101 Live 102 Snow 103 MIN_SNOW 104 Dead+0.6Wind_Left1 105 Dead+0.6Wind_Rightl 106 Dead+0.6Wind Left2 107 Dead+0.6Wind_Right2 108 Dead+0.6Wind_Longl 109 Dead+0.6Wind_Long2 110 Dead+0.6Wind Pressure ill Dead+0.6Wind Suction 112 1.16Dead+1.16Collateral+0.7Seismic_L 113 1.16Dead+1.16Collateral+0.7Seismic R 114 1.12Dead+1.12Collateral+0.52Seismic L 115 1.12Dead+1.12Collateral+0.52Seismic_R 116 0.44Dead+0.7Seismic L Page 166 Of 330 117 0.44Dead+0.7Seismic R 118 Seismic L 119 Seismic_R 120 Dead ------------------------------------------------ U24R0307A Wall 1 - Column Flange Brace COLUMN FLANGE BRACES: --------------------- Column Brace At Id Side Part Girt Id ----- ------------------------ Co12 R L2525105 1 2 ---------------------------------------------- ---------------------------------------------- U24R0307A Wall 1 - Base Plate Design DESIGN CONSTANTS: ----------------- Base Plate Yield = 55.00(ksi ) Concrete Bearing = 1.10(ksi ) Bolt Type = GR36 Bolt Shear Stress = 13.05(ksi ) Bolt Tension Stress = 21.75(ksi ) BASE SIZE: 5/ 7/24 10:17am -------------------- 5/ 7/24 10:17am ----- Base(in)---- --Plate_Size(in)-- ------ Bolts(in)------ Req Req Id Type Depth Elev Width Thick Length Dia Row Space Gage Thick Dia ----- Coll ---- S3 ----- 7.93 ----- 0.0 ----- 8.00 ----- 0.375 ------ 8.25 ----- 0.750 --- 2 ----- 3.00 ----- 3.00 ----- 0.143 ----- 0.200 Co12 S3 11.90 0.0 8.00 0.375 12.25 0.750 2 3.00 3.00 0.211 0.331 Co13 S3 7.89 0.0 8.00 0.375 8.25 0.750 2 3.00 3.00 0.133 0.185 S3 - Welded Plate BASE REACTIONS: --------------- Max Tension+Shear Max Shear+Tension --Max_Comp- Tens Shear -Max _Shear- Shear Tens Id Load Fy (k ) Load Fy (k ) Fx (k ) Load Fx (k ) Load Fx (k ) Fy (k ) ------ Coll ---- ------ 4 5.85 ---- 44 ------ -1.34 ------ 1.31 ---- ------ 8 1.31 ---- ------ 44 1.31 ------ -1.34 Co12 4 9.18 54 -2.94 3.59 8 3.59 54 3.59 -2.94 Co13 4 3.29 54 -0.92 1.13 8 1.13 54 1.13 -0.92 WELDS: -Top -Flange -To -Plate- -Bot_Flange_To_Plate- -----Web_To_Plate---- Shear(k/in ) Shear(k/in ) Shear(k/in ) Id ------ Size ----- Typ --- Calc ----- Limit ----- Size Typ ----- --- Calc Limit ----- ----- Size Typ ----- --- Calc Limit ----- ----- Coll 0.188 F1 0.10 4.18 0.188 F1 0.10 4.18 0.188 F1 0.18 2.78 Co12 0.188 F1 0.37 4.18 0.188 F1 0.37 4.18 0.188 F1 0.31 2.78 Co13 0.188 F1 0.12 4.18 0.188 F1 0.12 4.18 0.188 F1 0.15 2.78 Page 167 Of 330 LOAD COMBINATIONS: ------------------ 4 Dead+Collateral+MIN_SNOW 8 Dead+0.6Wind Leftl+0.6Wind Suction 44 0.6Dead+0.6Wind Leftl+0.6Wind Suction 54 0.6Dead+0.6Wind_Suction+0.6Wind_Long2 U24RO307A DESIGN CONSTANTS: ----------------- Plate Yield Bolt Shear Stress Bolt Tension Stress CONNECTION SIZE: --------------- Wall 1 - Column Connection Design = 55.00(ksi ) = 27.00(ksi ) = 45.00(ksi ) 5/ 7/24 10:17am Col Plate-Size(in) --------------- Bolts(in)--------------- Id Locate Type Depth Width Thick Type Dia Rowl Row2 Space Gage DtBolt Coll Cap S3 7.93 8.00 0.375 A325 0.500 2 2 3.00 3.00 3 Co12 Cap S3 11.90 5.00 0.375 A325 0.500 2 2 3.00 3.00 3 Co13 Cap S3 7.89 5.00 0.375 A325 0.500 2 2 3.00 3.00 3 S3 - Welded plate CONNECTION DESIGN: ------------------ -------------Column_Reactions(k )------------- ---Max_Comp--- --Max_Tension- ---Max_Shear-- Req --Thick_Req- Id Locate Ld Axial Shear Ld Axial Shear Ld Axial Shear Dia Plate Column ------ Coll ------ Cap -- 4 ----- 5.29 ----- 0.00 -- 44 ----- ----- -1.68 1.31 -- 8 ----- -1.22 ----- 1.31 ----- 0.124 ----- ------ 0.159 Co12 Cap 4 8.88 0.00 54 -3.12 3.59 8 -0.56 3.59 0.206 0.218 Co13 Cap 4 3.09 0.00 54 -1.04 1.13 8 -0.18 1.13 0.115 0.126 WELDS: -Top_Flange_To_Plate- Shear(k/in ) Id ------ Size ----- Typ --- Calc ----- Limit ----- Coll 0.250 F1 0.13 5.57 Co12 0.188 F1 0.39 4.18 Co13 0.188 F1 0.13 4.18 -Bot_Flange_To_Plate- Shear(k/in ) Size Typ Calc Limit ----- --- ----- ----- 0.250 F1 0.13 5.57 0.188 F1 0.39 4.18 0.188 F1 0.13 4.18 LOAD COMBINATIONS: ------------------ 4 Dead+Collateral+MIN_SNOW 8 Dead+0.6Wind Leftl+0.6Wind Suction 44 0.6Dead+0.6Wind Leftl+0.6Wind Suction 54 0.6Dead+0.6Wind_Suction+0.6Wind_Long2 -----Web_TO_Plate---- Shear(k/in ) Size Typ Calc Limit ----- --- ----- ----- 0.188 F1 0.18 2.78 0.188 F1 0.31 2.78 0.188 F1 0.15 2.78 Page 168 Of 330 U24RO307A Wall 1 - Bypass Girt Layout GIRT LAYOUT: ------------ Des Bay Locate Id Id Part 7.50 1 1 08ZO60 2 1 08ZO89 2 08ZO89 ------ --- ----------- 12.00 3 1 08ZO60 4 1 08ZO89 2 08ZO89 14.00 5 1 08SO99 17.33 6 1 08ZO75 2 08ZO89 GIRT INSIDE FLANGE BRACE: ------------------------- No._Brace/Bay 1 2 2 2 5/ 7/24 10:17am Bay -Offset Design ---Extend-- Start End Length Left Right Weight 0.00 4.00 3.33 0.00 0.00 9.6 16.00 20.00 3.67 0.00 2.44 26.0 0.00 20.00 19.67 2.44 0.00 94.1 0.00 4.00 3.33 0.00 0.00 9.6 16.00 20.00 3.67 0.00 2.44 26.0 0.00 20.00 19.67 2.44 0.00 94.1 0.00 20.00 19.67 0.00 0.00 111.0 0.00 20.00 19.67 0.00 2.44 79.3 0.00 20.00 19.67 2.44 0.00 94.1 WS - 0.6Wind Suction ---- Max -Load --- Id UC Report Rot WS 0.04 Shear D WS 0.42 Moment D WS 0.95 Moment D WS 0.03 Shear D WS 0.35 Moment D WS 0.90 Moment D WS 0.41 Moment U WS 0.98 Moment D WS 0.90 Moment D U24RO307A Wall 1 - Girt Design 1 (Locate 7.50) 5/ 7/24 10:17am -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- GIRT LAYOUT: ------------ Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In 1 08ZO60 7.5000 3.33 4.00 0 9.6 0.00 0.00 9.6 LOAD ID - 0.6Wind Pressure: --------------------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0.08 -0.08 0.00 -0.07 1.67 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Page 169 Of 330 Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 1 LSup 0.08 2.6 0.03 MidS -0.07 3.59 0.02 LLap 0.02 0.00 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 3.3 3.3 3.3 3.3 3.3 3.3 1.00 1.00 1.00 1.00 1.00 1.14 1.14 1.14 1.14 1.14 LOAD ID - 0.6Wind Suction: --------------------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 -0.10 0.10 0.00 0.08 1.67 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 1 LSup -0.10 2.6 0.04 MidS 0.08 3.59 0.02 LLap 0.02 0.00 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 1 3.3 3.3 3.3 3.3 3.3 3.3 1.00 1.00 1.00 1.00 1.00 1.14 1.14 1.14 1.14 1.14 LOAD ID - Seismic Pressure: --------------------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0.01 -0.01 0.00 -0.01 1.67 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- Page 170 Of 330 1 LSup 0.01 2.6 0.01 MidS -0.01 3.59 0.00 LSup 0.00 0.00 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 1 3.3 3.3 3.3 3.3 3.3 3.3 1.00 1.00 1.00 1.00 1.00 1.14 1.14 1.14 1.14 1.14 LOAD ID - Seismic Suction: --------------------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 -0.01 0.01 0.00 0.01 1.67 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 LSup -0.01 2.6 0.01 MidS 0.01 3.59 0.00 LSup 0.00 0.00 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 3.3 3.3 3.3 3.3 3.3 3.3 1.00 1.00 1.00 1.00 1.00 1.14 1.14 1.14 1.14 1.14 DEFLECTION (Working Load): -------------------------- Span Wind -Pressure Wind -Suction Seis_Pressure Seis_Suction Id Calc Limit Calc Limit Calc Limit Calc Limit ---- ------ ----- 1 0.00 0.44 ------ ----- 0.00 0.44 ----- ----- 0.00 0.44 ----- 0.00 ----- 0.44 U24R0307A Wall 1 - Girt Design 2 (Locate 7.50) 5/ 7/24 10:17am GIRT LAYOUT: ------------ Available Reduction Bay Design --Lap(ft)-- Load No. Factor Page 171 Of 330 Id Part Locate Length Left Right Width Brace Weight Out In 1 08ZO89 7.5000 3.67 2.44 4.00 0 26.0 0.00 0.00 2 08ZO89 7.5000 19.67 2.44 6.00 2 94.1 0.00 0.00 120.1 LOAD ID - 0.6Wind Pressure: --------------------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 -0.92 -1.06 -1.10 0.00 1.77 1.83 2.72 3.71 2 0.92 0.74 -0.55 3.71 1.68 -1.99 12.36 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 1 RLap -1.06 8.5 0.12 RLap 2.72 7.18 0.38 RLap 0.37 0.00 2 LLap 0.74 8.5 0.09 MidS -1.99 2.33 0.85 LSup 0.24 -0.29 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 3.7 1.2 1.2 2.4 1.2 2.4 0.00 0.00 0.32 0.00 0.32 1.68 1.68 1.39 1.68 1.39 2 19.7 2.4 2.4 13.3 13.3 13.3 0.45 0.45 0.00 0.00 0.00 1.30 1.30 1.11 1.11 1.11 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) Bay Member--Member_Left_End(k )--Member_Right_End(k )- Id Part Calc Shear Bear UC Calc Shear Bear UC ------------ ----- ----- ----- ---- ----- ----- ----- ---- 1 08ZO89 0.38 2.65 2.80 0.14 2 08ZO89 0.38 2.65 2.80 0.14 LOAD ID - 0.6Wind Suction: --------------------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- Page 172 Of 330 1 1.02 1.17 1.22 0.00 -1.96 1.83 -3.01 -4.11 2 -1.02 -0.82 0.62 -4.11 -1.87 2.21 12.24 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 1 RLap 1.17 8.5 0.14 RLap -3.01 7.18 0.42 RLap 0.41 0.00 2 LLap -0.82 8.5 0.10 MidS 2.21 2.33 0.95 LSup 0.27 0.32 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 1 3.7 1.2 1.2 2.4 1.2 2.4 0.00 0.00 0.32 0.00 0.32 1.68 1.68 1.39 1.68 1.39 2 19.7 2.4 2.4 13.3 13.3 13.3 0.45 0.45 0.00 0.00 0.00 1.30 1.30 1.11 1.11 1.11 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 Bay Member--Member_Left_End(k )--Member_Right_End(k )- Id Part Calc Shear Bear UC Calc Shear Bear UC 1 08ZO89 0.42 2.65 2.80 0.16 2 08ZO89 0.42 2.65 2.80 0.16 LOAD ID - Seismic Pressure: --------------------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 -0.15 -0.18 -0.19 0.00 0.30 1.83 0.46 0.62 2 0.15 0.12 -0.09 0.62 0.28 -0.33 12.36 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 1 RLap -0.18 8.5 0.02 RLap 0.46 7.18 0.06 RLap 0.06 0.00 2 LLap 0.12 8.5 0.01 MidS -0.33 2.33 0.14 LLap 0.04 -0.05 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ---------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap Page 173 Of 330 RSup 1 3.7 1.2 1.2 2.4 1.2 2.4 0.00 0.00 0.32 0.00 0.32 1.68 1.68 1.39 1.68 1.39 2 19.7 2.4 2.4 13.3 13.3 13.3 0.45 0.45 0.00 0.00 0.00 1.30 1.30 1.11 1.11 1.11 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) Bay Member--Member_Left_End(k )--Member_Right_End(k )- Id Part Calc Shear Bear UC Calc Shear Bear UC 1 08ZO89 0.00 0.00 0.00 0.00 2 08ZO89 0.00 0.00 0.00 0.00 LOAD ID - Seismic Suction: --------------------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0.15 0.18 0.19 0.00 -0.30 1.83 -0.46 -0.62 2 -0.15 -0.12 0.09 -0.62 -0.28 0.33 12.36 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 1 RLap 0.18 8.5 0.02 RLap -0.46 7.18 0.06 RLap 0.06 0.00 2 LLap -0.12 8.5 0.01 MidS 0.33 2.33 0.14 LLap 0.04 0.05 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 1 3.7 1.2 1.2 2.4 1.2 2.4 0.00 0.00 0.32 0.00 0.32 1.68 1.68 1.39 1.68 1.39 2 19.7 2.4 2.4 13.3 13.3 13.3 0.45 0.45 0.00 0.00 0.00 1.30 1.30 1.11 1.11 1.11 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) Bay Member --Member_Left_End(k )--Member_Right_End(k )- Id Part Calc Shear Bear UC Calc Shear Bear UC 1 08ZO89 0.00 0.00 0.00 0.00 Page 174 Of 330 2 08ZO89 0.00 0.00 0.00 0.00 DEFLECTION (Working Load): -------------------------- Span Wind -Pressure Wind -Suction Seis_Pressure Seis_Suction Id Calc Limit Calc Limit Calc Limit Calc Limit 1 0.00 0.49 0.00 0.49 0.00 0.49 0.00 0.49 2 -0.31 2.62 0.34 2.62 -0.05 2.62 0.05 2.62 U24RO307A Wall 1 - Girt Design 3 (Locate 12.00) 5/ 7/24 10:17am GIRT LAYOUT: ------------ Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In 1 08ZO60 12.0000 3.33 3.25 0 9.6 0.00 0.00 9.6 LOAD ID - 0.6Wind Pressure: --------------------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0.07 -0.07 0.00 -0.06 1.67 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 LSup 0.07 2.6 0.03 MidS -0.06 3.59 0.02 LLap 0.02 0.00 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 3.3 3.3 3.3 3.3 3.3 3.3 1.00 1.00 1.00 1.00 1.00 1.14 1.14 1.14 1.14 1.14 LOAD ID - 0.6Wind Suction: Page 175 Of 330 GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 -0.08 0.08 0.00 0.07 1.67 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 LSup -0.08 2.6 0.03 MidS 0.07 3.59 0.02 RLap 0.02 0.00 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 3.3 3.3 3.3 3.3 3.3 3.3 1.00 1.00 1.00 1.00 1.00 1.14 1.14 1.14 1.14 1.14 LOAD ID - Seismic Pressure: --------------------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0.01 -0.01 0.00 -0.01 1.67 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 1 LSup 0.01 2.6 0.00 MidS -0.01 3.59 0.00 LSup 0.00 0.00 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 3.3 3.3 3.3 3.3 3.3 3.3 1.00 1.00 1.00 1.00 1.00 1.14 1.14 1.14 1.14 1.14 LOAD ID - Seismic Suction: --------------------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Page 176 Of 330 Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 -0.01 0.01 0.00 0.01 1.67 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 LSup -0.01 2.6 0.00 MidS 0.01 3.59 0.00 LSup 0.00 0.00 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 3.3 3.3 3.3 3.3 3.3 3.3 1.00 1.00 1.00 1.00 1.00 1.14 1.14 1.14 1.14 1.14 DEFLECTION (Working Load): -------------------------- Span Wind -Pressure Wind -Suction Seis_Pressure Seis_Suction Id Calc Limit Calc Limit Calc Limit Calc Limit 1 0.00 0.44 0.00 0.44 0.00 0.44 0.00 0.44 --------------- U24RO307A Wall 1 - Girt Design 4 (Locate 12.00) 5/ 7/24 10:17am --------------- GIRT LAYOUT: Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In ----------- 1 08ZO89 ------- ------ 12.0000 3.67 ---- ----- 2.44 ----- 3.25 ----- 0 ------ 26.0 ---- ---- 0.00 0.00 2 08ZO89 12.0000 19.67 2.44 4.92 2 94.1 0.00 0.00 120.1 LOAD ID - 0.6Wind Pressure: --------------------------------------- GIRT ACTIONS: ---------Shear(k )-------- Bay Left Left Right Right Id Sup Lap Lap Sup 1 -0.76 -0.87 -0.91 2 0.76 0.61 -0.45 STRENGTH/DEFLECTION: -------------Moment(f-k )-------------- Left Left Mid -Span Right Right Sup Lap Mom Loc Lap Sup 0.00 1.46 1.83 2.24 3.05 3.05 1.39 -1.63 12.37 0.00 Page 177 Of 330 Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 1 RLap -0.87 8.5 0.10 RLap 2.24 7.18 0.31 RLap 0.30 0.00 2 LLap 0.61 8.5 0.07 MidS -1.63 1.99 0.82 LSup 0.20 -0.23 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 3.7 1.2 1.2 2.4 1.2 2.4 0.00 0.00 0.32 0.00 0.32 1.68 1.68 1.39 1.68 1.39 2 19.7 2.4 2.6 14.6 14.6 14.6 0.46 0.00 1.00 1.00 1.00 1.30 1.74 1.14 1.14 1.14 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) Bay Member--Member_Left_End(k )--Member_Right_End(k )- Id Part Calc Shear Bear UC Calc Shear Bear UC ------------ ----- ----- ----- ---- ----- ----- ----- ---- 1 08ZO89 0.31 2.65 2.80 0.12 2 08ZO89 0.31 2.65 2.80 0.12 LOAD ID - 0.6Wind Suction: --------------------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0.84 0.96 1.00 0.00 -1.62 1.83 -2.48 -3.38 2 -0.84 -0.67 0.51 -3.38 -1.54 1.81 12.25 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 RLap 0.96 8.5 0.11 RLap -2.48 7.18 0.35 RLap 0.34 0.00 2 LLap -0.67 8.5 0.08 MidS 1.81 2.01 0.90 LSup 0.22 0.26 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 1 3.7 1.2 1.2 2.4 1.2 2.4 0.00 0.00 0.32 0.00 0.32 1.68 1.68 1.39 1.68 Page 178 Of 330 1.39 2 19.7 2.4 2.7 14.5 14.5 14.5 0.46-0.02 1.00 1.00 1.00 1.29 1.77 1.13 1.13 1.13 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) Bay Member--Member_Left_End(k )--Member_Right_End(k )- Id Part Calc Shear Bear UC Calc Shear Bear UC ------------ ----- ----- ----- ---- ----- ----- ----- ---- 1 08ZO89 0.35 2.65 2.80 0.13 2 08ZO89 0.35 2.65 2.80 0.13 LOAD ID - Seismic Pressure: --------------------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 -0.13 -0.15 -0.15 0.00 0.24 1.83 0.38 0.51 2 0.13 0.10 -0.07 0.51 0.23 -0.27 12.37 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 1 RLap -0.15 8.5 0.02 RLap 0.38 7.18 0.05 RLap 0.05 0.00 2 LLap 0.10 8.5 0.01 MidS -0.27 1.99 0.14 LLap 0.03 -0.04 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 1 3.7 1.2 1.2 2.4 1.2 2.4 0.00 0.00 0.32 0.00 0.32 1.68 1.68 1.39 1.68 1.39 2 19.7 2.4 2.6 14.6 14.6 14.6 0.46 0.00 1.00 1.00 1.00 1.30 1.74 1.14 1.14 1.14 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) Bay Member--Member_Left_End(k )--Member_Right_End(k )- Id Part Calc Shear Bear UC Calc Shear Bear UC ------------ ----- ----- ----- ---- ----- ----- ----- ---- 1 08ZO89 0.00 0.00 0.00 0.00 2 08ZO89 0.00 0.00 0.00 0.00 Page 179 Of 330 LOAD ID - Seismic Suction: --------------------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0.13 0.15 0.15 0.00 -0.24 1.83 -0.38 -0.51 2 -0.13 -0.10 0.07 -0.51 -0.23 0.27 12.37 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 1 RLap 0.15 8.5 0.02 RLap -0.38 7.18 0.05 RLap 0.05 0.00 2 LLap -0.10 8.5 0.01 MidS 0.27 1.99 0.14 LLap 0.03 0.04 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 1 3.7 1.2 1.2 2.4 1.2 2.4 0.00 0.00 0.32 0.00 0.32 1.68 1.68 1.39 1.68 1.39 2 19.7 2.4 2.6 14.6 14.6 14.6 0.46 0.00 1.00 1.00 1.00 1.30 1.74 1.14 1.14 1.14 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 Bay Member--Member_Left_End(k )--Member_Right_End(k )- Id Part Calc Shear Bear UC Calc Shear Bear UC ------------ ----- ----- ----- ---- ----- ----- ----- ---- 1 08ZO89 0.00 0.00 0.00 0.00 2 08ZO89 0.00 0.00 0.00 0.00 DEFLECTION (Working Load): -------------------------- Span Wind -Pressure Wind -Suction Seis_Pressure Seis_Suction Id Calc Limit Calc Limit Calc Limit Calc Limit ---- ------ 1 0.00 ----- 0.49 ------ ----- 0.00 0.49 ----- ----- 0.00 0.49 ----- 0.00 ----- 0.49 2 -0.23 2.62 0.26 2.62 -0.04 2.62 0.04 2.62 U24RO307A Wall 1 - Girt Design 5 (Locate 14.00) 5/ 7/24 10:17am GIRT LAYOUT: ------------ Available Reduction Page 180 Of 330 Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In 1 08SO99 14.0000 19.67 2.67 2 111.0 0.00 0.00 111.0 LOAD ID - 0.6Wind Pressure: --------------------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0.73 -0.72 0.00 -2.91 9.92 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 LSup 0.73 10.8 0.07 MidS -2.91 7.78 0.37 LLap 0.26 -0.45 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 19.7 3.7 12.0 12.0 12.0 4.0 0.00 0.94 0.94 0.94 0.00 1.62 1.02 1.02 1.02 1.62 LOAD ID - 0.6Wind Suction: --------------------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 -0.81 0.79 0.00 3.21 9.97 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 1 LSup -0.81 10.8 0.08 MidS 3.21 7.78 0.41 LLap 0.29 0.50 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup Page 181 Of 330 --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 19.7 3.7 12.0 12.0 12.0 4.0 0.00 0.95 0.95 0.95 0.00 1.62 1.02 1.02 1.02 1.62 LOAD ID - Seismic Pressure: --------------------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 0.12 -0.12 0.00 -0.49 9.92 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 1 LSup 0.12 10.8 0.01 MidS -0.49 7.78 0.06 LSup 0.00 -0.08 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 1 19.7 3.7 12.0 12.0 12.0 4.0 0.00 0.94 0.94 0.94 0.00 1.62 1.02 1.02 1.02 1.62 LOAD ID - Seismic Suction: -------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 -0.12 0.12 0.00 0.49 9.92 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 LSup -0.12 10.8 0.01 MidS 0.49 7.78 0.06 LSup 0.00 0.08 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup Page 182 Of 330 1 19.7 3.7 12.0 12.0 12.0 4.0 0.00 0.94 0.94 0.94 0.00 1.62 1.02 1.02 1.02 1.62 DEFLECTION (Working Load): -------------------------- Span Wind -Pressure Wind -Suction Seis_Pressure Seis_Suction Id Calc Limit Calc Limit Calc Limit Calc Limit 1 -0.52 2.62 0.57 2.62 -0.09 2.62 0.09 2.62 U24RO307A Wall 1 - Girt Design 6 (Locate 17.33) 5/ 7/24 10:17am GIRT LAYOUT: Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In ----------- 1 08ZO75 ------- ------ 17.3330 19.67 ---- ----- 2.44 ----- 5.46 ----- 2 ------ 79.3 ---- ---- 0.00 0.00 2 08ZO89 17.3330 19.67 2.44 5.66 2 94.1 0.00 0.00 173.5 LOAD ID - 0.6Wind Pressure: --------------------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0.47 -0.70 -0.86 0.00 -1.65 6.96 1.94 3.84 2 0.89 0.72 -0.50 3.84 1.89 -1.75 12.61 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 1 RLap -0.70 5.1 0.14 MidS -1.65 1.83 0.90 RLap 0.34 -0.25 2 LLap 0.72 8.5 0.08 MidS -1.75 2.13 0.82 LSup 0.27 -0.23 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 19.7 13.9 13.9 13.9 3.3 2.4 1.00 1.00 1.00 0.00 0.50 1.14 1.14 1.14 1.76 1.26 2 19.7 2.4 3.1 14.1 14.1 14.1 0.49 0.00 1.00 1.00 1.00 1.27 1.76 1.14 1.14 1.14 Page 183 Of 330 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 Bay Member--Member_Left_End(k )--Member_Right_End(k )- Id Part Calc Shear Bear UC Calc Shear Bear UC 1 08ZO75 0.36 2.65 2.36 0.15 2 08ZO89 0.43 2.65 2.80 0.16 LOAD ID - 0.6Wind Suction: --------------------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 -0.54 0.77 0.96 0.00 1.83 7.08 -2.15 -4.26 2 -0.98 -0.79 0.56 -4.26 -2.10 1.95 12.48 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 RLap 0.77 5.1 0.15 MidS 1.83 1.86 0.98 RLap 0.38 0.27 2 LLap -0.79 8.5 0.09 MidS 1.95 2.16 0.90 LSup 0.30 0.26 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 1 19.7 13.8 13.8 13.8 3.4 2.4 1.00 1.00 1.00-0.03 0.51 1.13 1.13 1.13 1.80 1.26 2 19.7 2.4 3.2 14.0 14.0 14.0 0.49-0.03 1.00 1.00 1.00 1.27 1.80 1.13 1.13 1.13 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 Bay Member--Member_Left_End(k )--Member_Right_End(k )- Id Part Calc Shear Bear UC Calc Shear Bear UC 1 08ZO75 0.40 2.65 2.36 0.17 2 08ZO89 0.47 2.65 2.80 0.18 LOAD ID - Seismic Pressure: --------------------------------------- GIRT ACTIONS: Page 184 Of 330 ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 0.08 -0.12 -0.15 0.00 -0.28 6.96 0.33 0.65 2 0.15 0.12 -0.08 0.65 0.32 -0.29 12.61 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 RLap -0.12 5.1 0.02 MidS -0.28 1.83 0.15 RLap 0.06 -0.04 2 LLap 0.12 8.5 0.01 MidS -0.29 2.13 0.14 LLap 0.04 -0.04 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 19.7 13.9 13.9 13.9 3.3 2.4 1.00 1.00 1.00 0.00 0.50 1.14 1.14 1.14 1.76 1.26 2 19.7 2.4 3.1 14.1 14.1 14.1 0.49 0.00 1.00 1.00 1.00 1.27 1.76 1.14 1.14 1.14 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) Bay Member--Member_Left_End(k )--Member_Right_End(k )- Id Part Calc Shear Bear UC Calc Shear Bear UC 1 08ZO75 0.00 0.00 0.00 0.00 2 08ZO89 0.00 0.00 0.00 0.00 LOAD ID - Seismic Suction: --------------------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 -0.08 0.12 0.15 0.00 0.28 6.96 -0.33 -0.65 2 -0.15 -0.12 0.08 -0.65 -0.32 0.29 12.61 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 RLap 0.12 5.1 0.02 MidS 0.28 1.83 0.15 RLap 0.06 0.04 2 LLap -0.12 8.5 0.01 MidS 0.29 2.13 0.14 LLap 0.04 0.04 UNBRACED LENGTHS: Page 185 Of 330 ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 19.7 13.9 13.9 13.9 3.3 2.4 1.00 1.00 1.00 0.00 0.50 1.14 1.14 1.14 1.76 1.26 2 19.7 2.4 3.1 14.1 14.1 14.1 0.49 0.00 1.00 1.00 1.00 1.27 1.76 1.14 1.14 1.14 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 Bay Member--Member_Left_End(k )--Member_Right_End(k )- Id Part Calc Shear Bear UC Calc Shear Bear UC ------------ ----- ----- ----- ---- ----- ----- ----- ---- 1 08ZO75 0.00 0.00 0.00 0.00 2 08ZO89 0.00 0.00 0.00 0.00 DEFLECTION (Working Load): -------------------------- Span Wind -Pressure Wind_Suction Seis_Pressure Seis_Suction Id Calc Limit Calc Limit Calc Limit Calc Limit 1 -0.25 2.62 0.27 2.62 -0.04 2.62 0.04 2.62 2 -0.23 2.62 0.25 2.62 -0.04 2.62 0.04 2.62 -------------------------------------------------------------------------------- U24RO307A Wall 1 - Door Jamb & Header Design 5/ 7/24 10:17am LAYOUT: Reduction Open Bay Load Factor Id Id Locate Part Length Width Weight Out In ---- 1 --- 1 ------ JambL -------- J08CO60 ------ 10.00 ----- 6.00 ------ 28.7 ---- ---- 0.00 0.00 JambR J08C060 10.00 6.00 28.7 0.00 0.00 2 2 JambL J08C060 7.50 1.67 21.5 0.00 0.00 JambR J08CO60 7.50 1.67 21.5 0.00 0.00 STRENGTH/DEFLECTION: Open Load --Shear(k )- --Moment(ft,f-k )- Mom+ Max Deflect(in) Id Member Id Calc Limit Loc Calc Limit Shear UC Calc Limit ---- ------ ---- 1 JambL WP ------ -0.47 ----- 2.61 ----- 3.50 ------ -1.13 ----- 4.92 ----- 0.19 ---- 0.23 ----- -0.06 ----- 1.33 WS 0.52 2.61 3.50 1.25 4.30 0.20 0.29 0.06 1.33 SP -0.08 2.61 3.50 -0.19 4.92 0.03 0.04 -0.01 1.33 SS 0.08 2.61 3.50 0.19 4.30 0.03 0.04 0.01 1.33 JambR WP -0.47 2.61 3.50 -1.13 4.92 0.19 0.23 -0.06 1.33 WS 0.52 2.61 3.50 1.25 4.30 0.20 0.29 0.06 1.33 SP -0.08 2.61 3.50 -0.19 4.92 0.03 0.04 -0.01 1.33 SS 0.08 2.61 3.50 0.19 4.30 0.03 0.04 0.01 1.33 Page 186 Of 330 2 JambL WP 0.08 2.61 3.75 -0.15 4.18 0.00 0.03 0.00 1.00 WS -0.09 2.61 3.75 0.16 4.14 0.00 0.04 0.00 1.00 SP 0.01 2.61 3.75 -0.02 4.18 0.00 0.01 0.00 1.00 SS -0.01 2.61 3.75 0.02 4.14 0.00 0.01 0.00 1.00 JambR WP 0.08 2.61 3.75 -0.15 4.18 0.00 0.03 0.00 1.00 WS -0.09 2.61 3.75 0.16 4.14 0.00 0.04 0.00 1.00 SP 0.01 2.61 3.75 -0.02 4.18 0.00 0.01 0.00 1.00 SS -0.01 2.61 3.75 0.02 4.14 0.00 0.01 0.00 1.00 WP - 0.6Wind Pressure WS - 0.6Wind Suction SP - Seismic Pressure SS - Seismic Suction LNhlIQ2.10)alBIBa WHO V:6F Open ---Minor--- Moml/Mom2 ----Cb--- Id Member Major Out In Out In Out In ---- 1 ------ JambL ------ 10.00 ----- 4.50 ----- 4.50 ---- 0.70 ---- 0.70 ---- 1.05 ---- 1.05 JambR 10.00 4.50 4.50 0.70 0.70 1.05 1.05 2 JambL 7.50 7.50 7.50 1.00 1.00 1.14 1.14 JambR 7.50 7.50 7.50 1.00 1.00 1.14 1.14 JAMB/GIRT LAYOUT: Bot Top Open Girt Girt Id Member (ft) (ft) Interior_Girt_Locations(ft) 1 JambL Base 14.00 7.50 12.00 JambR Base 14.00 7.50 12.00 2 JambL Base 7.50 JambR Base 7.50 JAMB/GIRT LOADING: ------------------ Support Jamb Open Load Reaction(k ) Load Id Member Id Bot Top (k/ft) Loads_At_Girt_Locations(k ) ---- ------ ---- ----- ----- ------ ------------------------ 1 JambL WP 0.45 0.47 -0.075 -0.10 -0.08 WS -0.50 -0.52 0.082 0.11 0.09 SP 0.08 0.08 -0.013 -0.02 -0.01 SS -0.08 -0.08 0.013 0.02 0.01 JambR WP 0.45 0.47 -0.075 -0.10 -0.08 WS -0.50 -0.52 0.082 0.11 0.09 SP 0.08 0.08 -0.013 -0.02 -0.01 SS -0.08 -0.08 0.013 0.02 0.01 2 JambL WP 0.08 0.08 -0.021 WS -0.09 -0.09 0.023 SP 0.01 0.01 -0.003 SS -0.01 -0.01 0.003 JambR WP 0.08 0.08 -0.021 WS -0.09 -0.09 0.023 SP 0.01 0.01 -0.003 SS -0.01 -0.01 0.003 JAMB MOMENTS: Page 187 Of 330 ------------ Open Load Id Member Id 1 JambL WP WS SP SS JambR WP WS SP SS 2 JambL WP WS SP SS JambR WP WS SP SS U24RO307A -Max(ft,f-k )- Locate Moment Moment_At_Girt_Locations(f-k ) ------------- 3.50 -1.13 ------------------------------ -1.13 -0.80 3.50 1.25 1.25 0.88 3.50 -0.19 -0.19 -0.13 3.50 0.19 0.19 0.13 3.50 -1.13 -1.13 -0.80 3.50 1.25 1.25 0.88 3.50 -0.19 -0.19 -0.13 3.50 0.19 0.19 0.13 3.75 -0.15 3.75 0.16 3.75 -0.02 3.75 0.02 3.75 -0.15 3.75 0.16 3.75 -0.02 3.75 0.02 Wall 1 - Diagonal Bracing Design PANEL SHEAR WITH NO BRACING: ---------------------------- Base ---Wind--- --Seismic- Length Load Calc Load Calc Limit ------ ---- ----- ---- ----- ------ 16.67 79 116.9 56 209.0 0.0 DIAGONAL BRACE LAYOUT: Bay Brace -Locate Bay Design Brace Id Start End Width Length Angle 1 0.00 20.00 19.33 27.82 46.0 2 0.00 20.00 19.33 27.82 46.0 DIAGONAL BRACE STRENGTH: Bay Brace -Locate -----Wind(k )----- Id Start End Load Calc Limit --- ----- ----- ---- ----- ----- 1 0.00 20.00 79 1.40 7.35 2 0.00 20.00 79 1.40 7.35 EW REACTION TO FRAME: --------------------- Bay Col----Wind_Max(k )---- Id Id Load Horz Horz(OP) --- --- ---- -------------- 1 1 7 -0.97 1.01 1 2 9 0.63 0.65 2 2 7 -0.97 1.01 2 3 9 0.63 0.65 ------Diag_Brace-- Type Size Part R 0.625 RD05- R 0.625 RD05- ----Seismic(k )--- Load Calc Limit ---- ----- ----- 55 4.01 8.82 55 4.01 8.82 ---Seismic_Max(k )-- Load Horz Horz(OP) ---- -------------- 59 -1.81 1.87 56 1.81 1.87 59 -1.81 1.87 56 1.81 1.87 5/ 7/24 10:17am Max----KL/R--- UC Calc Limit ---- ----- ----- 0.45 0.45 Page 188 Of 330 DEFLECTION AT RAFTER: --------------------- Span/Deflect Wall Deflection(in) ----Wind--- --Seismic-- Height Wind Seismic Calc Limit Calc Limit ------ ------------ ----- ----- ----- ----- 19.0 0.02 0.11 999. 60. 999. 60. LOAD COMBINATIONS: ------------------ 7 Dead+0.6Wind Leftl+0.6Wind Pressure 9 Dead+0.6Wind_Rightl+0.6Wind_Pressure 55 1.16Dead+1.16Collateral+0.7Seismic_L 56 1.16Dead+1.16Collateral+0.7Seismic R 59 0.44Dead+0.7Seismic_L 79 0.6Dead+0.6Wind Leftl ------------------ U24RO307A Wall 1 - Wall Panel Design 5/ 7/24 10:17am -------------------------------------------------------------------------------- PANEL DATA: Bay Rotation Panel Id Part Type Gage Yield Stiffness Height 1 RRW2680- RRW 26.00 80.0 0.44 24.93 MOMENTS & DEFLECTION: -------------- Moment(ft-lb/ft)------------- Span Locate(ft) Start Midspan End Max Deflect(in) Id Start End Load Calc Limit Calc Limit Calc Limit UC Calc Limit ---- 1 ----- 4.00 ----- 7.50 ---- WP ----- 0.0 ----- 113.3 ----- -12.4 ----- 138.3 ----- 25.8 ----- 113.3 ---- 0.23 ----- -0.01 ----- 0.47 WS 0.0 113.3 16.5 113.3 -34.4 138.3 0.25 0.02 0.47 2 7.50 12.00 WP 25.8 113.3 -14.7 138.3 22.7 113.3 0.23 -0.03 0.60 WS -34.4 138.3 19.6 113.3 -30.2 138.3 0.25 0.03 0.60 3 12.00 14.00 WP 22.7 113.3 -3.8 138.3 -14.8 138.3 0.20 0.00 0.27 WS -30.2 138.3 5.0 113.3 19.8 113.3 0.22 0.00 0.27 4 14.00 17.33 WP -14.8 138.3 14.1 113.3 85.8 113.3 0.76 0.03 0.44 WS 19.8 113.3 -18.8 138.3 -114.4 138.3 0.83 -0.04 0.44 5 17.33 24.93 WP 85.8 113.3 -72.1 138.3 0.0 113.3 0.76 -0.43 1.01 WS -114.4 138.3 96.1 113.3 0.0 113.3 0.85 0.58 1.01 WP - 0.6Wind_Pressure WS - 0.6Wind Suction ------------------------- U24RO307A Wall 1 - Panel Zones 5/ 7/24 10:17am --------------- PANEL: Tensile Thick Yield Strength Part (in) (ksi ) (ksi ) RRW2680- 0.018 80.00 61.50 Page 189 Of 330 GIRT SCREWS: ------------ Dia Washer Limit Part (in) (in) (k ) -------- ----- ------ ----- H1045 0.22 0.44 2.80 PANEL ZONE LAYOUT: ------------------ --Girt(ft,ft,in)-- Zone ---- Wall(ft)--- Bay Load Min Id Description Offsetl Offset2 Id Locate Width Thick ---- 1 ------------- Interior ------- 4.00 ------- 36.00 --- 2 ------ 7.50 ----- 6.00 ----- 0.060 2 Lt Edge 0.00 4.00 1 17.33 5.46 0.060 3 Rt Edge 36.00 40.00 2 7.50 6.00 0.089 GIRT SCREW CHECK: Screw Wind Zone Space Suction Id (ft) (psf ) ---- ------------ 1 1.00 16.66 2 1.00 20.49 3 1.00 20.49 Limit (k Load Girt Panel Screw Max (k ) Pullout Pullover Tension UC ---- 0.10 ------- 0.26 -------- 0.24 ------- 0.75 ---- 0.42 0.11 0.26 0.24 0.75 0.47 0.12 0.38 0.24 0.75 0.52 Panel Span (ft) 7.50 7.59 7.50 ------------------------------------------------------------------------------ U24RO307A Wall 1 - Weight Summary 5/ 7/24 10:17am Columns = 1062.28 Rafters = 1043.60 Girts = 543.88 Framed Openings = 100.52 Bracing = 99.31 Clips = 29.70 Total Weight = 2879.30 U24RO307A Wall 1 - Warning Summary 5/ 7/24 10:17am .. No Warnings Page 190 Of 330 *U24R0307A Endwall Design Input 5/ 7/24 10:19am *---------- --------------------------------------------------------------------- 1) JOBID: 'U24R0307A' *( 2)PROGRAM OPTIONS: * -Wall- Run Run Run Run * Loc Id Col/Raf Girt Brace Panel 'R' 3 'Y' 'Y' 'Y' 'Y' *( 3)DESIGN CODE: *Design --- Steel -Code --- ---Build--- Code Seismic * Code Cold Hot Country Code Year Label Zone 'WS' 'NAUS16 ' 'AISC16' ' ----' 'IBC ' 121' 'IBC 21 ' 'D ' *( 4)DESIGN CONSTANTS: * --- Strength_Factors-- * ---Stress-Ratio --- ---Seismic--- * Col/Raf Girt Panel Wind Frame Brace 1.00 1.03 1.00 1.0000 1.0000 1.2000 *( 5)STEEL YIELDS: * Web Flg C_Sec W_Sec R_Sec P_Sec T_Sec U_Sec EP BP 55.0 55.0 55.0 55.0 50.0 42.0 46.0 50.0 55.0 55.0 *( 6)DEFLECTION LIMITS: * -----Rafter----- ---Girt--- --Panel--- * Live Wind Total Column Wall Facia Wall Facia Brace 180. 180. 150. 120. 90. 90. 90. 90. 60. *( 7)REPORTS: * Input Column Wall Door Wall Cable * Echo Rafter Girt Jamb Panel Brace 'Y' 'Y' 12' 13' 'Y' 'Y' *( 8)BUILDING LAYOUT: * --------------- Expand-EW--------------- * Type Width Length Use Opt Extend Offset Flange LoadWidth 'FF-' 40.0000 100.0000 'N ' '-' 0.000 0.000 0.000 0.0000 *( 9)WALL LAYOUT: * Id Use Type Opt Start Length 3 'RIGHT ' '-' '-' 0.0000 40.0000 *(10)SURFACE SHAPE: * No. X_Coord Y_Coord Offset Opt 3 0.0000 21.6667 8.000 40.0000 25.0000 8.000 40.0000 0.0000 8.000 *(11)BAY SPACING: * No.---Bay_Set--- *Sets Width Quan 2 20.0000 1 20.0000 1 Page 191 Of 330 *(12)ROOF & SIDEWALL BAY: *--Roof_Bay-- Frame Left —SW —Bay * No. Width Recess Width Open 5 20.0000 1.0000 20.0000 'N' *(13)WALL OPENINGS: * ----Bay--- JambL/JambR/Header/Sill *No. Id Id Offset Type Width 1 8 1 13.6667 11 3.3333 ' - - - - - - - - ' *(14)WIDE OPENING LAYOUT: Right —SW _Bay Width Open 20.0000 'Y' Sill Base Set Panel Height Height Elev Depth Opt 7.1667 0.0000 0.000 0.000 'Y' Type ICU' 'CUT 'CUT 'CUT Part *----Open--- Bay_Id--Clear_Opening-- Wedge Stub Column Total *No. Id Type St End Width Height Height Elev Mount Weight 0 *(15)WIDE OPENING & STRUT FRAMING: *-Open- ------ Door —Jamb ------ Stub Head Back —Brace Strut -Header —Beam- Deflection *No. Id Type F1gWid F1gThk Type Type Type Loc Type Type Max_Spc Horz Vert 0 *(16)WIDE OPENING HEADER LOCATION: *-Open- No. Column *No. Id Location Location 0 *(17)PARTIAL WALLS: *--Bay—Id - ----Offset---- Jamb Base Top Full —Load ------Panel------ Deflect Limit *No. Id Use Opt Start End Start End Height Type Type Type Girt Col Part Opt Rot Girt Panel 1 2 'P' 10' 2 2 0.0000 0.0000 4.0000 '-' '-' '-' 'N' 'Y' '--------' '-' '-' 90.0 90.0 *(18)COLUMNS: * Max *Same UnBrace *Depth Length 'N' 60.000 *(19)COLUMN PART & ELEVATION: * ---Base--- Rafter *No. Id Type Part Opt Rot Depth Elev Opt Attach 3 1 'RW ' '--------' '-' 'N' 0.000 0.000 '-' 'F' 2 'RW ' '--------' '-' '-' 0.000 0.000 '-' 'F' 3 'RW ' '--------' '-' 'N' 0.000 0.000 '-' 'F' *(20)COLUMN SPLICES: * Col * No. Id Locate Type 0 *(21)RAFTERS: Page 192 Of 330 *Rafter Flange * Same Brace TV 'N' *(22)RAFTER PART: * Surf *No. Id Type Part Opt Rot Depth 1 2 'RW 'W12x26' '-' '-' 0.000 *(23)RAFTER SPLICES: * Surf * No. Id Locate Type Opt 2 2 0.0000 2 40.1386 *(24)GIRT DESIGN: *Girt--Flange_Strap-- --Depth-- Set Max Rafter *Type Out In Space Offset Project Set Opt Lap Space Attach 'ZB' 'y' 'N' 7.0000 0.000 0.000 8.000 'W' 0.0000 7.5000 'N' *(25)GIRT LOCATION: * Set * Loc No. Location 'y' 3 7.5000 12.0000 17.333 *(26)SPECIAL GIRT: *--Bay_Id-- *No. Start End Height Type Rot Part Use 0 *(27)SIDEWALL GIRT: *Wall * Id Type Depth Offset Project No. Location 2 'ZB' 8.000 0.000 0.000 5 4.0000 7.5000 14.0000 16.0000 19.0833 4 'ZB' 8.000 0.000 0.000 4 7.5000 14.0000 17.3333 23.9167 *(28)ROOF PURLINS: *Surf Surf Peak * Id Ext Space No. Locate 2 0.000 2.1390 9 2.1390 6.6390 11.1390 15.6390 20.1390 24.6390 29.1390 33.6390 38.1390 *(29)WALL PANELS: *--Wall Panel-- ------Insulation----- * Part Rot Use Thick Part IRRW2680-' '-' 10' 6.000 '--------' *(30)LINER PANELS: *--Bay_Id- Flange *No. Start End Height Part Opt 0 *(31)RIGID FRAME: *Frame Interior Column *Type Type No. Locate I__ I I_ 1 0 *(32)WALL FRAMING OPTIONS: *Panel Diagonal Brace EW_Brace_To_Frame *Shear Bracing Option Height Left Right Page 193 Of 330 'N' 'F' '--' 0.0000 20.0000 20.0000 *(33)WALL BRACING: * Wind Brace No. -Bay Specified * Shear Type Specified Bays -For -Bracing 0.0 'RF ' 0 *(34)WALL BRACING ATTACHMENT: *--Bay_Id-- No. * No. Id Start End Elev Level Level_Height 1 1 1 2 0.000 0 *(35)EXTENSION LAYOUT: * Ext Wall--Bay_Id---Edge_Extend-- Beam *No. Id Id Type Opt Mount Start End Left Right Lap Attach 1 1 4 TEE' '-' 'F' 1 5 0.0000 0.0000 19.996 'R' *(36)EXTENSION SIZE: *Ext -----Horizontal-Size ----- ---------Vertical Size-------- * Id Height Width Slope Elev Height Slope Project 1 21.6667 3.0000 -1.000 0.0000 0.0000 0.000 0.000 *(37)EXTENSION GIRTS: * Ext *No. Id Use Type Rot Depth 0 *(38)EXTENSION PANELS: * Ext Angle *No. Id Use Part Rot Spacing 0 *(39)LOAD GROUPS: * Group *No. Id Description 1 '-' 'Standard ' *(40)BASIC LOADS: * ---Deflection--- Wind *Group Dead Coll Live Snow Rain Basic Load -Ratio Load * Id Load Load Load Load Load Wind Snow Wind Seis Factor '-' 4.00 5.00 20.00 19.25 0.00 23.73 1.00 0.60 1.00 0.60 *(41)EDGE ZONE: *---------- Endwall---------- --------- Sidewall---------- -------- Ratio -------- *Group-Left-Corner- Right -Corner -Left-Corner- Right -Corner Girt/ * Id Width Base Width Base Width Base Width Base Jamb Panel Column '-' 4.000 0.000 4.000 0.000 4.000 0.000 4.000 0.000 1.07 1.23 1.07 *(42)BASIC LOADS AT EAVE: *Group Seis Seis Seis --Torsion-- --Extension---Additional- Id Dead Girt Load Wind Seis Wind Seis Wind Seis '-' 4.50 0.4641 3.98 0.00 0.00 0.00 0.00 0.00 0.00 *(43)LONGITUDINAL BRACING LOADS: *Group ----Wind----- ---Seismic--- * Id Horz Vert Horz Vert '-' 0.00 0.00 0.00 0.00 Left Column '-' 0.00 0.00 0.00 0.00 Right Column Page 194 Of 330 *(44)WIND PRESSURE/SUCTION: *Group Wind Wind * Id Press Suct '-' 20.73 -22.86 Column '-' 20.73 -22.86 Girt/Header '-' 20.73 -22.86 Jamb '-' 25.63 -27.77 Panel '-' 20.73 -22.86 Parapet Column '-' 54.69 -35.04 Parapet Girt '-' 35.60 -23.73 Transv Bracing, Facia/Parapet *(45)WIND COEFFICIENTS: *Group Surf ---Wind_1-- ---Wind_2-- Long_Wind Surface * Id Id Left Right Left Right 1 2 Friction '-' 1 0.40 -0.56 0.76 -0.20 -0.65 -0.65 0.00 '-' 2 -1.11 -0.65 -0.75 -0.29 -0.65 -1.11 0.00 '-' 3 -0.63 0.35 -0.21 0.71 -0.65 -0.65 0.00 *(46)COLUMN, RAFTER, BRACING LOAD COMBINATIONS - STRENGTH: * Load Group ---Live----Add-Snow- --Wind_1----Wind-2-- Long-Wind Column -Wind -Seismic-- Aux -Loa *No. Id Id Dead Coll Roof Floor Snow Drift Slide Rain Left Right Left Right 1 2 Press Suct Long Tran Id Coe 96 1 '-' 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.0 2 '-' 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.0 3 '-' 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.0 4 '-' 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.0 5 '-' 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.0 6 '-' 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.0 7 '-' 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.0 8 '-' 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.0 9 '-' 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.0 10 '-' 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.0 11 '-' 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.0 12 '-' 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.0 13 '-' 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0.00 0 0.0 14 '-' 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0 0.0 15 '-' 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0.00 0 0.0 16 '-' 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.60 0.00 0.00 0.00 0 0.0 17 '-' 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0 0.0 18 '-' 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0 0.0 19 '-' 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 Page 195 Of 330 0.00 0.00 0.45 0.00 0.00 0.00 0 0.0 20 '-' 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.0 21 '-' 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.0 22 '-' 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.0 23 '-' 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.0 24 '-' 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.0 25 '-' 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0.00 0 0.0 26 '-' 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0 0.0 27 '-' 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0.00 0 0.0 28 '-' 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.45 0.00 0.00 0.00 0 0.0 29 '-' 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0 0.0 30 '-' 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0 0.0 31 '-' 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.0 32 '-' 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.0 33 '-' 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.0 34 '-' 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.0 35 '-' 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.0 36 '-' 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.0 37 '-' 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0.00 0 0.0 38 '-' 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0 0.0 39 '-' 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0.00 0 0.0 40 '-' 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.45 0.00 0.00 0.00 0 0.0 41 '-' 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0 0.0 42 '-' 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0 0.0 43 '-' 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.0 44 '-' 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.0 45 '-' 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.0 46 '-' 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.0 47 '-' 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.0 48 '-' 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.0 49 '-' 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 Page 196 Of 330 0.00 0.00 0.60 0.00 0.00 0.00 0 0.0 50 '-' 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0 0.0 51 '-' 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0.00 0 0.0 52 '-' 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.60 0.00 0.00 0.00 0 0.0 53 '-' 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0 0.0 54 '-' 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0 0.0 55 '-' 1.16 1.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.0 56 '-' 1.16 1.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0.0 57 '-' 1.12 1.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0 0.0 58 '-' 1.12 1.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.52 0 0.0 59 '-' 0.44 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.0 60 '-' 0.44 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0.0 61 '-' 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.0 62 '-' 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.0 63 '-' 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.0 64 '-' 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0 0.0 65 '-' 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0 0.0 66 '-' 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0 0.0 67 '-' 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.0 68 '-' 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.0 69 '-' 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.0 70 '-' 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.0 71 '-' 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.0 72 '-' 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.0 73 '-' 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.0 74 '-' 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.0 75 '-' 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.0 76 '-' 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.0 77 '-' 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.0 78 '-' 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.0 79 '-' 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 Page 197 Of 330 0.00 0.00 0.00 0.00 0.00 0.00 0 0.0 80 '-' 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.0 81 '-' 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.0 82 '-' 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0 0.0 83 '-' 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0 0.0 84 '-' 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0 0.0 85 '-' 1.00 1.00 0.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 1.0 86 '-' 1.00 1.00 0.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3 1.0 87 '-' 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.0 88 '-' 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.0 89 '-' 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0.00 0 0.0 90 '-' 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0 0.0 91 '-' 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0.00 0 0.0 92 '-' 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.60 0.00 0.00 0.00 0 0.0 93 '-' 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0 0.0 94 '-' 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0 0.0 95 '-' 1.12 1.12 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0 0.0 96 '-' 1.12 1.12 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.52 0 0.0 *(47)COLUMN, RAFTER, BRACING LOAD COMBINATIONS - DEFLECTION: * Load Group ---Live----Add-Snow- --Wind_1----Wind-2-- Long-Wind Column -Wind -Seismic-- Aux -Loa *No. Id Id Dead Coll Roof Floor Snow Drift Slide Rain Left Right Left Right 1 2 Press Suct Long Tran Id Coe 24 97 '-' 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.0 98 '-' 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.0 99 '-' 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.0 100 '-' 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.0 101 '-' 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.0 102 '-' 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.0 103 '-' 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.0 104 '-' 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.0 105 '-' 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.0 106 '-' 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 Page 198 Of 330 0.00 0.00 0.00 0.00 0.00 0.00 0 0.0 107 '-' 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.0 108 '-' 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0 0.0 109 '-' 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0 0.0 110 '-' 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0 0.0 111 '-' 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0 0.0 112 '-' 1.16 1.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.0 113 '-' 1.16 1.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0.0 114 '-' 1.12 1.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0 0.0 115 '-' 1.12 1.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.52 0 0.0 116 '-' 0.44 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.0 117 '-' 0.44 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0.0 118 '-' 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0 0.0 119 '-' 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.00 0 0.0 120 '-' 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.0 *(48)AUXILIARY LOADS: * No. Add Add Load * No. Id Name Combs Id Coef 3 1 'MIN SNOW 2 1 1.00 11 1.30 2 'E2PAT SL 1' 1 2 0.50 3 'E2PAT SL 2' 1 3 0.50 *(49)ADDITIONAL LOADS: * Add Group Loc Basic Load Fx Fy Mom Dx Dy Conc *No. Id Id Id Load Type Wl W2 Co Dll D12 Dist 11 1 '-' 2 'U SNOW T 'D ' -0.261 -0.261 0.083 0.0000 40.1386 2 '-' 2 'U SNOW T 'D ' -0.201 -0.201 0.083 0.0000 20.0693 3 '-' 2 'U SNOW T 'D ' -0.201 -0.201 0.083 20.0693 40.1386 4 '-' 2 'DEAD T 'C ' 0.000 -0.501 -1.052 40.0000 3.3333 5 '-' 2 'LIVE T 'C ' 0.000 -0.800 -1.700 40.0000 3.3333 6 '-' 2 'SNOW T 'C ' 0.000 -1.078 -2.066 40.0000 3.3333 7 '-' 2 'WINDLI T 'C ' -0.028 0.336 0.508 40.0000 3.3333 8 '-' 2 'WINDL2 T 'C ' -0.028 0.336 0.508 40.0000 3.3333 9 '-' 2 'WINDRI T 'C ' -0.097 2.163 4.056 40.0000 3.3333 10 '-' 2 'WINDR2 T 'C ' -0.097 2.163 4.056 40.0000 3.3333 11 '-' 2 'U SNOW T 'C ' 0.000 -1.078 -2.066 40.0000 3.3333 *(50)GIRT LAPS: * Data ------Set-1 ------- ------Set-2 ------- ------Set 3------- * Opt Sets Left Right Quan Left Right Quan Left Right Quan ' -' 0 Page 199 Of 330 *(51)GIRT STRAPS: * Data ---Set-1 --- ---Set-2 --- ---Set-3 --- ---Set 4--- *Opt Sets Strap Quan Strap Quan Strap Quan Strap Quan '-' 0 *(52)PANEL SCREWS: * No. Washer *Zone Zone Part Dia Limit Dia ------- Spacing ------ 3 'INT ' 'H1045 1 0.216 2.800 0.438 12.000 0.000 0.000 'EDGE' 'H1045 1 0.216 2.800 0.438 12.000 0.000 0.000 'BASE' 'H1045 1 0.216 2.800 0.438 12.000 0.000 0.000 *(53)BEAMS: * Bay *No. Id Use Height Offset Locatel Locate2 0 *(54)STEPPED LOAD COEFFICIENTS: * Group Basic Location No. ---- Step_1--- ---- Step_2--- ----Step_3--- *No. Id Load Use Id Step Locate Coef Locate Coef Locate Coef 0 *(55)ADDITIONAL COLUMNS: *No. Id Locate Type Rot Opt Part Elev 0 *(56)RIGID FRAME COORDINATES: *Frame Frame Flange * Id Type No. X_Coord Y_Coord Width 0 '--' 0 *(57)DESIGN CODE OPTIONS: *No. Event Condition 0 *(58)DESIGN PLATES: * ----Plate-----Plate_Size- Bolt Bolt ----Top--- --Bottom-- Plate Bolt *No. Type Id Width Thick Dia Gage Row Space Row Space Offset Edge 0 *(59)GIRT LAYOUT: * Bay -----Extend---- Frame —Opt -Frame—Id- No. Id Locate Type Rot Opt Part Left Right Left Right Left Right 0 *(60)COLUMN FLANGE BRACE: * Col *No. Id Girt Side Opt 0 *AUXILIARY LOAD DESCRIPTIONS: * Aux * Id Description * 1 Minimum snow load * 2 Pattern snow load * 3 Pattern snow load * *ADDITIONAL LOAD DESCRIPTIONS: * Add * Id Description Page 200 Of 330 * 1 Minimum snow load surface 2 * 2 Pattern snow load bay 1 * 3 Pattern snow load bay 2 * 4 Extension Id 1, Surface Id 2, Dead = 10.00 * 5 Extension Id 1, Surface Id 2, Live = 20.00 * 6 Extension Id 1, Surface Id 2, Snow = 19.25 * 7 Extension Id 1, Surface Id 2, Windl Left = -11.21 * 8 Extension Id 1, Surface Id 2, Wind2 Left = -11.21 * 9 Extension Id 1, Surface Id 2, Windl Right = -38.76 * 10 Extension Id 1, Surface Id 2, Wind2 Right = -38.76 * 11 Auxiliary - Extension Id 1, Surface Id 2, Snow = 19.25 * * Code files used: * IBC.21 * EW IBC.21 Version 4.0 U24RO307A Wall 3 - Design Code 5/ 7/24 10:20am STRUCTURAL CODE: ---------------- Design Basis WS - Working Stress Hot Rolled Steel : AISC16 Cold Formed Steel : NAUS16 BUILDING CODE: -------------- Wind Code IBC 21 Seismic Zone D MODULUS OF ELASTICITY: ---------------------- Hot Rolled Steel : 29000 (ksi ) Cold Formed Steel : 29500 (ksi ) --------------- U24RO307A Wall 3 - Column & Rafter Design 5/ 7/24 10:20am --------------- MEMBER LAYOUT: Locate ---Web(in)-- -Flange(in)- Length Weight ----Max_Load---- Id ------ (ft) ------ Part ----------- Depth ----- Thick ----- Width ----- Thick ----- (ft) ------ (lb) ------ Id --- UC ---- Report ------- Coll 0.7 W8x10 7.48 0.170 3.94 0.205 20.0 200.5 90 0.30 Mom+Axl Co12 20.0 W12x14 11.45 0.200 3.97 0.225 21.7 303.3 90 0.63 Mom+Axl Co13 39.3 W8x10 7.48 0.170 3.94 0.205 23.3 232.7 93 0.40 Mom+Axl ------ Rafl ------ Surf 2 ----------- W12x26 ----- 11.44 ----- 0.230 ----- 6.49 ----- 0.380 ------ 40.1 ------ 1043.6 --- 4 ---- 0.18 ------- Mom+Axl Total= 1780.1 DESIGN ACTIONS/STRENGTH: ------------------------ Load ---Axial(k )-- ---Shear(k )-- -Moment(f-k )- Id Id Calc Limit Calc Limit Calc Limit Coll 1 1.17 37.41 0.00 26.83 0.00 14.91 Page 201 Of 330 Coll 2 2.86 37.41 0.00 26.83 0.00 14.91 Coll 3 2.81 37.41 0.00 26.83 0.00 14.91 Coll 4 3.29 37.41 0.00 26.83 0.00 14.91 Coll 5 2.44 37.41 0.00 26.83 0.00 14.91 Coll 6 2.40 37.41 0.00 26.83 0.00 14.91 Coll 7 -0.71 88.62 0.99 26.83 -4.95 19.34 Coll 8 -0.71 88.62 -1.13 26.83 5.65 19.34 Coll 9 -0.18 88.62 0.99 26.83 -4.95 19.34 Coll 10 -0.18 88.62 -1.13 26.83 5.65 19.34 Coll 11 -0.24 88.62 0.99 26.83 -4.95 19.34 Coll 12 -0.24 88.62 -1.13 26.83 5.65 19.34 Coll 13 0.49 37.41 0.99 26.83 -4.95 19.34 Coll 14 0.49 37.41 -1.13 26.83 5.65 19.34 Coll 15 -0.29 88.62 0.99 26.83 -4.95 19.34 Coll 16 -0.82 88.62 0.99 26.83 -4.95 19.34 Coll 17 -0.29 88.62 -1.13 26.83 5.65 19.34 Coll 18 -0.82 88.62 -1.13 26.83 5.65 19.34 Coll 19 1.48 37.41 0.74 26.83 -3.71 19.34 Coll 20 1.48 37.41 -0.85 26.83 4.24 19.34 Coll 21 1.89 37.41 0.74 26.83 -3.71 19.34 Coll 22 1.89 37.41 -0.85 26.83 4.24 19.34 Coll 23 1.84 37.41 0.74 26.83 -3.71 19.34 Coll 24 1.84 37.41 -0.85 26.83 4.24 19.34 Coll 25 2.24 37.41 0.74 26.83 -3.71 19.34 Coll 26 2.24 37.41 -0.85 26.83 4.24 19.34 Coll 27 1.81 37.41 0.74 26.83 -3.71 19.34 Coll 28 1.41 37.41 0.74 26.83 -3.71 19.34 Coll 29 1.81 37.41 -0.85 26.83 4.24 19.34 Coll 30 1.41 37.41 -0.85 26.83 4.24 19.34 Coll 31 1.44 37.41 0.74 26.83 -3.71 19.34 Coll 32 1.44 37.41 -0.85 26.83 4.24 19.34 Coll 33 1.85 37.41 0.74 26.83 -3.71 19.34 Coll 34 1.85 37.41 -0.85 26.83 4.24 19.34 Coll 35 1.80 37.41 0.74 26.83 -3.71 19.34 Coll 36 1.80 37.41 -0.85 26.83 4.24 19.34 Coll 37 2.20 37.41 0.74 26.83 -3.71 19.34 Coll 38 2.20 37.41 -0.85 26.83 4.24 19.34 Coll 39 1.76 37.41 0.74 26.83 -3.71 19.34 Coll 40 1.37 37.41 0.74 26.83 -3.71 19.34 Coll 41 1.76 37.41 -0.85 26.83 4.24 19.34 Coll 42 1.37 37.41 -0.85 26.83 4.24 19.34 Coll 43 -0.94 88.62 0.99 26.83 -4.95 19.34 Coll 44 -0.94 88.62 -1.13 26.83 5.65 19.34 Coll 45 -0.40 88.62 0.99 26.83 -4.95 19.34 Coll 46 -0.40 88.62 -1.13 26.83 5.65 19.34 Coll 47 -0.46 88.62 0.99 26.83 -4.95 19.34 Coll 48 -0.46 88.62 -1.13 26.83 5.65 19.34 Coll 49 0.19 37.41 0.99 26.83 -4.95 19.34 Coll 50 0.19 37.41 -1.13 26.83 5.65 19.34 Coll 51 -0.51 88.62 0.99 26.83 -4.95 19.34 Coll 52 -1.04 88.62 0.99 26.83 -4.95 19.34 Coll 53 -0.51 88.62 -1.13 26.83 5.65 19.34 Coll 54 -1.04 88.62 -1.13 26.83 5.65 19.34 Coll 55 1.42 37.41 0.00 26.83 0.00 14.91 Coll 56 1.59 37.41 0.00 26.83 0.00 14.91 Coll 57 1.36 37.41 0.00 26.83 0.00 14.91 Coll 58 1.49 37.41 0.00 26.83 0.00 14.91 Coll 59 0.39 37.41 0.00 26.83 0.00 14.91 Coll 60 0.57 37.41 0.00 26.83 0.00 14.91 Coll 61 -0.71 88.62 0.00 26.83 0.00 14.91 Page 202 Of 330 Coll 62 -0.18 88.62 0.00 26.83 0.00 14.91 Coll 63 -0.24 88.62 0.00 26.83 0.00 14.91 Coll 64 0.49 37.41 0.00 26.83 0.00 14.91 Coll 65 -0.29 88.62 0.00 26.83 0.00 14.91 Coll 66 -0.82 88.62 0.00 26.83 0.00 14.91 Coll 67 1.48 37.41 0.00 26.83 0.00 14.91 Coll 68 1.89 37.41 0.00 26.83 0.00 14.91 Coll 69 1.84 37.41 0.00 26.83 0.00 14.91 Coll 70 2.24 37.41 0.00 26.83 0.00 14.91 Coll 71 1.81 37.41 0.00 26.83 0.00 14.91 Coll 72 1.41 37.41 0.00 26.83 0.00 14.91 Coll 73 1.44 37.41 0.00 26.83 0.00 14.91 Coll 74 1.85 37.41 0.00 26.83 0.00 14.91 Coll 75 1.80 37.41 0.00 26.83 0.00 14.91 Coll 76 2.20 37.41 0.00 26.83 0.00 14.91 Coll 77 1.76 37.41 0.00 26.83 0.00 14.91 Coll 78 1.37 37.41 0.00 26.83 0.00 14.91 Coll 79 -0.94 88.62 0.00 26.83 0.00 14.91 Coll 80 -0.40 88.62 0.00 26.83 0.00 14.91 Coll 81 -0.46 88.62 0.00 26.83 0.00 14.91 Coll 82 0.19 37.41 0.00 26.83 0.00 14.91 Coll 83 -0.51 88.62 0.00 26.83 0.00 14.91 Coll 84 -1.04 88.62 0.00 26.83 0.00 14.91 Coll 85 2.91 37.41 0.00 26.83 0.00 14.91 Coll 86 1.87 37.41 0.00 26.83 0.00 14.91 Coll 87 0.38 37.41 0.99 26.83 -4.95 19.34 Coll 88 0.38 37.41 -1.13 26.83 5.65 19.34 Coll 89 0.91 37.41 0.99 26.83 -4.95 19.34 Coll 90 0.91 37.41 -1.13 26.83 5.65 19.34 Coll 91 0.33 37.41 0.99 26.83 -4.95 19.34 Coll 92 -0.40 88.62 0.99 26.83 -4.95 19.34 Coll 93 0.33 37.41 -1.13 26.83 5.65 19.34 Coll 94 -0.40 88.62 -1.13 26.83 5.65 19.34 Coll 95 2.58 37.41 0.00 26.83 0.00 14.91 Coll 96 2.71 37.41 0.00 26.83 0.00 14.91 Co12 1 3.12 42.89 0.00 42.75 0.00 17.29 Co12 2 8.03 42.89 0.00 42.75 0.00 17.29 Co12 3 7.79 42.89 0.00 42.75 0.00 17.29 Co12 4 9.18 42.89 0.00 42.75 0.00 17.29 Co12 5 6.80 42.89 0.00 42.75 0.00 17.29 Co12 6 6.62 42.89 0.00 42.75 0.00 17.29 Co12 7 -2.47 124.55 3.26 42.75 -17.63 36.85 Co12 8 -2.47 124.55 -3.59 42.75 14.58 23.47 Co12 9 -0.56 124.55 3.26 42.75 -17.63 36.85 Co12 10 -0.56 124.55 -3.59 42.75 14.58 23.47 Co12 11 -1.16 124.55 3.26 42.75 -17.63 36.85 Co12 12 -1.16 124.55 -3.59 42.75 14.58 23.47 Co12 13 1.05 42.89 3.26 42.75 -17.63 36.85 Co12 14 1.05 42.89 -3.59 42.75 14.58 23.47 Co12 15 -0.83 124.55 3.26 42.75 -17.63 36.85 Co12 16 -2.50 124.55 3.26 42.75 -17.63 36.85 Co12 17 -0.83 124.55 -3.59 42.75 14.58 23.47 Co12 18 -2.50 124.55 -3.59 42.75 14.58 23.47 Co12 19 3.79 42.89 2.44 42.75 -13.22 36.85 Co12 20 3.79 42.89 -2.69 42.75 10.94 23.47 Co12 21 5.22 42.89 2.44 42.75 -13.22 36.85 Co12 22 5.22 42.89 -2.69 42.75 10.94 23.47 Co12 23 4.78 42.89 2.44 42.75 -13.22 36.85 Co12 24 4.78 42.89 -2.69 42.75 10.94 23.47 Co12 25 6.21 42.89 2.44 42.75 -13.22 36.85 Page 203 Of 330 Co12 26 6.21 42.89 -2.69 42.75 10.94 23.47 Co12 27 5.02 42.89 2.44 42.75 -13.22 36.85 Co12 28 3.77 42.89 2.44 42.75 -13.22 36.85 Co12 29 5.02 42.89 -2.69 42.75 10.94 23.47 Co12 30 3.77 42.89 -2.69 42.75 10.94 23.47 Co12 31 3.62 42.89 2.44 42.75 -13.22 36.85 Co12 32 3.62 42.89 -2.69 42.75 10.94 23.47 Co12 33 5.05 42.89 2.44 42.75 -13.22 36.85 Co12 34 5.05 42.89 -2.69 42.75 10.94 23.47 Co12 35 4.60 42.89 2.44 42.75 -13.22 36.85 Co12 36 4.60 42.89 -2.69 42.75 10.94 23.47 Co12 37 6.03 42.89 2.44 42.75 -13.22 36.85 Co12 38 6.03 42.89 -2.69 42.75 10.94 23.47 Co12 39 4.85 42.89 2.44 42.75 -13.22 36.85 Co12 40 3.59 42.89 2.44 42.75 -13.22 36.85 Co12 41 4.85 42.89 -2.69 42.75 10.94 23.47 Co12 42 3.59 42.89 -2.69 42.75 10.94 23.47 Co12 43 -3.08 124.55 3.26 42.75 -17.63 36.85 Co12 44 -3.08 124.55 -3.59 42.75 14.58 23.47 Co12 45 -1.18 124.55 3.26 42.75 -17.63 36.85 Co12 46 -1.18 124.55 -3.59 42.75 14.58 23.47 Co12 47 -1.77 124.55 3.26 42.75 -17.63 36.85 Co12 48 -1.77 124.55 -3.59 42.75 14.58 23.47 Co12 49 0.31 42.89 3.26 42.75 -17.63 36.85 Co12 50 0.31 42.89 -3.59 42.75 14.58 23.47 Co12 51 -1.45 124.55 3.26 42.75 -17.63 36.85 Co12 52 -3.12 124.55 3.26 42.75 -17.63 36.85 Co12 53 -1.45 124.55 -3.59 42.75 14.58 23.47 Co12 54 -3.12 124.55 -3.59 42.75 14.58 23.47 Co12 55 3.79 42.89 0.00 42.75 0.00 17.29 Co12 56 3.45 42.89 0.00 42.75 0.00 17.29 Co12 57 3.62 42.89 0.00 42.75 0.00 17.29 Co12 58 3.36 42.89 0.00 42.75 0.00 17.29 Co12 59 0.99 42.89 0.00 42.75 0.00 17.29 Co12 60 0.64 42.89 0.00 42.75 0.00 17.29 Co12 61 -2.47 124.55 0.00 42.75 0.00 17.29 Co12 62 -0.56 124.55 0.00 42.75 0.00 17.29 Co12 63 -1.16 124.55 0.00 42.75 0.00 17.29 Co12 64 1.05 42.89 0.00 42.75 0.00 17.29 Co12 65 -0.83 124.55 0.00 42.75 0.00 17.29 Co12 66 -2.50 124.55 0.00 42.75 0.00 17.29 Co12 67 3.79 42.89 0.00 42.75 0.00 17.29 Co12 68 5.22 42.89 0.00 42.75 0.00 17.29 Co12 69 4.78 42.89 0.00 42.75 0.00 17.29 Co12 70 6.21 42.89 0.00 42.75 0.00 17.29 Co12 71 5.02 42.89 0.00 42.75 0.00 17.29 Co12 72 3.77 42.89 0.00 42.75 0.00 17.29 Co12 73 3.62 42.89 0.00 42.75 0.00 17.29 Co12 74 5.05 42.89 0.00 42.75 0.00 17.29 Co12 75 4.60 42.89 0.00 42.75 0.00 17.29 Co12 76 6.03 42.89 0.00 42.75 0.00 17.29 Co12 77 4.85 42.89 0.00 42.75 0.00 17.29 Co12 78 3.59 42.89 0.00 42.75 0.00 17.29 Co12 79 -3.08 124.55 0.00 42.75 0.00 17.29 Co12 80 -1.18 124.55 0.00 42.75 0.00 17.29 Co12 81 -1.77 124.55 0.00 42.75 0.00 17.29 Co12 82 0.31 42.89 0.00 42.75 0.00 17.29 Co12 83 -1.45 124.55 0.00 42.75 0.00 17.29 Co12 84 -3.12 124.55 0.00 42.75 0.00 17.29 Co12 85 6.68 42.89 0.00 42.75 0.00 17.29 Page 204 Of 330 Co12 86 6.67 42.89 0.00 42.75 0.00 17.29 Co12 87 0.42 42.89 3.26 42.75 -17.63 36.85 Co12 88 0.42 42.89 -3.59 42.75 14.58 23.47 Co12 89 2.33 42.89 3.26 42.75 -17.63 36.85 Co12 90 2.33 42.89 -3.59 42.75 14.58 23.47 Co12 91 0.75 42.89 3.26 42.75 -17.63 36.85 Co12 92 -1.23 124.55 3.26 42.75 -17.63 36.85 Co12 93 0.75 42.89 -3.59 42.75 14.58 23.47 Co12 94 -1.23 124.55 -3.59 42.75 14.58 23.47 Co12 95 7.13 42.89 0.00 42.75 0.00 17.29 Co12 96 6.87 42.89 0.00 42.75 0.00 17.29 Co13 1 1.79 37.41 0.00 26.83 0.00 14.91 Co13 2 4.42 37.41 0.00 26.83 0.00 14.91 Co13 3 4.67 37.41 0.00 26.83 0.00 14.91 Co13 4 5.53 37.41 0.00 26.83 0.00 14.91 Co13 5 3.76 37.41 0.00 26.83 0.00 14.91 Co13 6 3.95 37.41 0.00 26.83 0.00 14.91 Co13 7 -0.44 88.62 1.15 26.83 -6.67 19.71 Co13 8 -0.44 88.62 -1.31 26.83 7.61 19.71 Co13 9 -1.22 88.62 1.15 26.83 -6.67 19.71 Co13 10 -1.22 88.62 -1.31 26.83 7.61 19.71 Co13 11 0.17 37.41 1.15 26.83 -6.67 19.71 Co13 12 0.17 37.41 -1.31 26.83 7.61 19.71 Co13 13 -0.84 88.62 1.15 26.83 -6.67 19.71 Co13 14 -0.84 88.62 -1.31 26.83 7.61 19.71 Co13 15 0.69 37.41 1.15 26.83 -6.67 19.71 Co13 16 0.13 37.41 1.15 26.83 -6.67 19.71 Co13 17 0.69 37.41 -1.31 26.83 7.61 19.71 Co13 18 0.13 37.41 -1.31 26.83 7.61 19.71 Co13 19 2.58 37.41 0.86 26.83 -5.00 19.71 Co13 20 2.58 37.41 -0.98 26.83 5.71 19.71 Co13 21 1.99 37.41 0.86 26.83 -5.00 19.71 Co13 22 1.99 37.41 -0.98 26.83 5.71 19.71 Co13 23 2.86 37.41 0.86 26.83 -5.00 19.71 Co13 24 2.86 37.41 -0.98 26.83 5.71 19.71 Co13 25 2.28 37.41 0.86 26.83 -5.00 19.71 Co13 26 2.28 37.41 -0.98 26.83 5.71 19.71 Co13 27 3.25 37.41 0.86 26.83 -5.00 19.71 Co13 28 2.83 37.41 0.86 26.83 -5.00 19.71 Co13 29 3.25 37.41 -0.98 26.83 5.71 19.71 Co13 30 2.83 37.41 -0.98 26.83 5.71 19.71 Co13 31 2.77 37.41 0.86 26.83 -5.00 19.71 Co13 32 2.77 37.41 -0.98 26.83 5.71 19.71 Co13 33 2.18 37.41 0.86 26.83 -5.00 19.71 Co13 34 2.18 37.41 -0.98 26.83 5.71 19.71 Co13 35 3.05 37.41 0.86 26.83 -5.00 19.71 Co13 36 3.05 37.41 -0.98 26.83 5.71 19.71 Co13 37 2.47 37.41 0.86 26.83 -5.00 19.71 Co13 38 2.47 37.41 -0.98 26.83 5.71 19.71 Co13 39 3.44 37.41 0.86 26.83 -5.00 19.71 Co13 40 3.02 37.41 0.86 26.83 -5.00 19.71 Co13 41 3.44 37.41 -0.98 26.83 5.71 19.71 Co13 42 3.02 37.41 -0.98 26.83 5.71 19.71 Co13 43 -0.89 88.62 1.15 26.83 -6.67 19.71 Co13 44 -0.89 88.62 -1.31 26.83 7.61 19.71 Co13 45 -1.68 88.62 1.15 26.83 -6.67 19.71 Co13 46 -1.68 88.62 -1.31 26.83 7.61 19.71 Co13 47 -0.52 88.62 1.15 26.83 -6.67 19.71 Co13 48 -0.52 88.62 -1.31 26.83 7.61 19.71 Co13 49 -1.30 88.62 1.15 26.83 -6.67 19.71 Page 205 Of 330 Co13 50 -1.30 88.62 -1.31 26.83 7.61 19.71 Co13 51 0.14 37.41 1.15 26.83 -6.67 19.71 Co13 52 -0.56 88.62 1.15 26.83 -6.67 19.71 Co13 53 0.14 37.41 -1.31 26.83 7.61 19.71 Co13 54 -0.56 88.62 -1.31 26.83 7.61 19.71 Co13 55 1.85 37.41 0.00 26.83 0.00 14.91 Co13 56 2.02 37.41 0.00 26.83 0.00 14.91 Co13 57 1.83 37.41 0.00 26.83 0.00 14.91 Co13 58 1.96 37.41 0.00 26.83 0.00 14.91 Co13 59 0.37 37.41 0.00 26.83 0.00 14.91 Co13 60 0.54 37.41 0.00 26.83 0.00 14.91 Co13 61 -0.44 88.62 0.00 26.83 0.00 14.91 Co13 62 -1.22 88.62 0.00 26.83 0.00 14.91 Co13 63 0.17 37.41 0.00 26.83 0.00 14.91 Co13 64 -0.84 88.62 0.00 26.83 0.00 14.91 Co13 65 0.69 37.41 0.00 26.83 0.00 14.91 Co13 66 0.13 37.41 0.00 26.83 0.00 14.91 Co13 67 2.58 37.41 0.00 26.83 0.00 14.91 Co13 68 1.99 37.41 0.00 26.83 0.00 14.91 Co13 69 2.86 37.41 0.00 26.83 0.00 14.91 Co13 70 2.28 37.41 0.00 26.83 0.00 14.91 Co13 71 3.25 37.41 0.00 26.83 0.00 14.91 Co13 72 2.83 37.41 0.00 26.83 0.00 14.91 Co13 73 2.77 37.41 0.00 26.83 0.00 14.91 Co13 74 2.18 37.41 0.00 26.83 0.00 14.91 Co13 75 3.05 37.41 0.00 26.83 0.00 14.91 Co13 76 2.47 37.41 0.00 26.83 0.00 14.91 Co13 77 3.44 37.41 0.00 26.83 0.00 14.91 Co13 78 3.02 37.41 0.00 26.83 0.00 14.91 Co13 79 -0.89 88.62 0.00 26.83 0.00 14.91 Co13 80 -1.68 88.62 0.00 26.83 0.00 14.91 Co13 81 -0.52 88.62 0.00 26.83 0.00 14.91 Co13 82 -1.30 88.62 0.00 26.83 0.00 14.91 Co13 83 0.14 37.41 0.00 26.83 0.00 14.91 Co13 84 -0.56 88.62 0.00 26.83 0.00 14.91 Co13 85 3.11 37.41 0.00 26.83 0.00 14.91 Co13 86 4.16 37.41 0.00 26.83 0.00 14.91 Co13 87 0.59 37.41 1.15 26.83 -6.67 19.71 Co13 88 0.59 37.41 -1.31 26.83 7.61 19.71 Co13 89 -0.42 88.62 1.15 26.83 -6.67 19.71 Co13 90 -0.42 88.62 -1.31 26.83 7.61 19.71 Co13 91 1.11 37.41 1.15 26.83 -6.67 19.71 Co13 92 0.55 37.41 1.15 26.83 -6.67 19.71 Co13 93 1.11 37.41 -1.31 26.83 7.61 19.71 Co13 94 0.55 37.41 -1.31 26.83 7.61 19.71 Co13 95 3.99 37.41 0.00 26.83 0.00 14.91 Co13 96 4.12 37.41 0.00 26.83 0.00 14.91 Rafl 1 0.11 183.80 -1.44 56.12 5.30 91.51 Rafl 2 0.31 183.80 -3.94 56.12 14.55 91.51 Raft 3 0.30 183.80 -3.84 56.12 14.05 91.51 Rafl 4 0.36 183.80 -4.55 56.12 16.65 91.51 Raft 5 0.26 183.80 -3.32 56.12 12.24 91.51 Rafl 6 0.25 183.80 -3.24 56.12 11.86 91.51 Rafl 7 0.58 183.80 -1.25 56.12 -4.86 91.51 Raft 8 0.58 183.80 -1.25 56.12 -4.86 91.51 Rafl 9 0.98 183.80 0.34 56.12 -1.96 91.51 Raft 10 0.98 183.80 0.34 56.12 -1.96 91.51 Raft 11 1.21 183.80 -0.60 56.12 -2.32 91.51 Rafl 12 1.21 183.80 -0.60 56.12 -2.32 91.51 Page 206 Of 330 Rafl 13 1.50 183.80 0.42 56.12 -2.00 91.51 Raft 14 1.50 183.80 0.42 56.12 -2.00 91.51 Raft 15 -1.21 229.04 -0.45 56.12 -1.73 91.51 Rafl 16 -1.16 229.04 -1.28 56.12 -4.97 91.51 Raft 17 -1.21 229.04 -0.45 56.12 -1.73 91.51 Rafl 18 -1.16 229.04 -1.28 56.12 -4.97 91.51 Raft 19 0.58 183.80 -1.81 56.12 6.47 91.51 Raft 20 0.58 183.80 -1.81 56.12 6.47 91.51 Rafl 21 0.88 183.80 -2.46 56.12 9.44 91.51 Raft 22 0.88 183.80 -2.46 56.12 9.44 91.51 Rafl 23 1.04 183.80 -2.30 56.12 8.37 91.51 Rafl 24 1.04 183.80 -2.30 56.12 8.37 91.51 Raft 25 1.34 183.80 -2.95 56.12 11.34 91.51 Rafl 26 1.34 183.80 -2.95 56.12 11.34 91.51 Raft 27 -1.05 229.04 -2.43 56.12 8.81 91.51 Rafl 28 -1.02 229.04 -1.81 56.12 6.39 91.51 Rafl 29 -1.05 229.04 -2.43 56.12 8.81 91.51 Raft 30 -1.02 229.04 -1.81 56.12 6.39 91.51 Rafl 31 0.57 183.80 -1.73 56.12 6.09 91.51 Raft 32 0.57 183.80 -1.73 56.12 6.09 91.51 Rafl 33 0.87 183.80 -2.39 56.12 9.06 91.51 Rafl 34 0.87 183.80 -2.39 56.12 9.06 91.51 Raft 35 1.04 183.80 -2.22 56.12 7.99 91.51 Rafl 36 1.04 183.80 -2.22 56.12 7.99 91.51 Raft 37 1.34 183.80 -2.88 56.12 10.96 91.51 Raft 38 1.34 183.80 -2.88 56.12 10.96 91.51 Rafl 39 -1.05 229.04 -2.36 56.12 8.43 91.51 Raft 40 -1.02 229.04 -1.73 56.12 6.01 91.51 Rafl 41 -1.05 229.04 -2.36 56.12 8.43 91.51 Raft 42 -1.02 229.04 -1.73 56.12 6.01 91.51 Raft 43 0.57 183.80 -1.55 56.12 -5.99 91.51 Rafl 44 0.57 183.80 -1.55 56.12 -5.99 91.51 Raft 45 0.96 183.80 0.65 56.12 -2.52 91.51 Rafl 46 0.96 183.80 0.65 56.12 -2.52 91.51 Raft 47 1.19 183.80 -0.89 56.12 -3.46 91.51 Raft 48 1.19 183.80 -0.89 56.12 -3.46 91.51 Rafl 49 1.48 183.80 0.18 56.12 -2.51 91.51 Raft 50 1.48 183.80 0.18 56.12 -2.51 91.51 Rafl 51 -1.19 229.04 -0.74 56.12 -2.87 91.51 Raft 52 -1.14 229.04 -1.57 56.12 -6.10 91.51 Raft 53 -1.19 229.04 -0.74 56.12 -2.87 91.51 Rafl 54 -1.14 229.04 -1.57 56.12 -6.10 91.51 Raft 55 3.37 183.80 -1.76 56.12 6.50 91.51 Rafl 56 3.56 183.80 -1.58 56.12 5.80 91.51 Rafl 57 2.48 183.80 -1.68 56.12 6.20 91.51 Raft 58 2.66 183.80 -1.54 56.12 5.68 91.51 Rafl 59 3.44 183.80 -0.44 56.12 1.60 91.51 Raft 60 3.49 183.80 -0.26 56.12 0.90 91.51 Rafl 61 0.58 183.80 -1.25 56.12 -4.86 91.51 Rafl 62 0.98 183.80 0.34 56.12 -1.96 91.51 Raft 63 1.21 183.80 -0.60 56.12 -2.32 91.51 Rafl 64 1.50 183.80 0.42 56.12 -2.00 91.51 Raft 65 -1.21 229.04 -0.45 56.12 -1.73 91.51 Rafl 66 -1.16 229.04 -1.28 56.12 -4.97 91.51 Rafl 67 0.58 183.80 -1.81 56.12 6.47 91.51 Raft 68 0.88 183.80 -2.46 56.12 9.44 91.51 Rafl 69 1.04 183.80 -2.30 56.12 8.37 91.51 Raft 70 1.34 183.80 -2.95 56.12 11.34 91.51 Raft 71 -1.05 229.04 -2.43 56.12 8.81 91.51 Rafl 72 -1.02 229.04 -1.81 56.12 6.39 91.51 Page 207 Of 330 Rafl 73 0.57 183.80 -1.73 56.12 6.09 91.51 Raft 74 0.87 183.80 -2.39 56.12 9.06 91.51 Raft 75 1.04 183.80 -2.22 56.12 7.99 91.51 Rafl 76 1.34 183.80 -2.88 56.12 10.96 91.51 Raft 77 -1.05 229.04 -2.36 56.12 8.43 91.51 Rafl 78 -1.02 229.04 -1.73 56.12 6.01 91.51 Raft 79 0.57 183.80 -1.55 56.12 -5.99 91.51 Raft 80 0.96 183.80 0.65 56.12 -2.52 91.51 Rafl 81 1.19 183.80 -0.89 56.12 -3.46 91.51 Raft 82 1.48 183.80 0.18 56.12 -2.51 91.51 Rafl 83 -1.19 229.04 -0.74 56.12 -2.87 91.51 Rafl 84 -1.14 229.04 -1.57 56.12 -6.10 91.51 Raft 85 -0.31 229.04 -3.74 56.12 12.03 91.51 Rafl 86 0.30 183.80 3.59 56.12 12.03 91.51 Raft 87 1.24 183.80 -0.12 56.12 0.94 91.51 Rafl 88 1.24 183.80 -0.12 56.12 0.94 91.51 Rafl 89 1.55 183.80 1.06 56.12 4.10 91.51 Raft 90 1.55 183.80 1.06 56.12 4.10 91.51 Rafl 91 -1.24 229.04 -0.26 56.12 1.39 91.51 Raft 92 -1.19 229.04 -0.65 56.12 -2.51 91.51 Rafl 93 -1.24 229.04 -0.26 56.12 1.39 91.51 Rafl 94 -1.19 229.04 -0.65 56.12 -2.51 91.51 Raft 95 2.38 183.80 -3.48 56.12 12.76 91.51 Rafl 96 2.76 183.80 -3.35 56.12 12.24 91.51 STRENGTH RATIO: Load Axial+ Shear+ Max Id Id Axial Shear Moment Moment Moment UC Coll 1 0.03 0.00 0.00 0.03 0.03 Coll 2 0.08 0.00 0.00 0.08 0.08 Coll 3 0.07 0.00 0.00 0.07 0.07 Coll 4 0.09 0.00 0.00 0.09 0.09 Coll 5 0.07 0.00 0.00 0.07 0.07 Coll 6 0.06 0.00 0.00 0.06 0.06 Coll 7 0.01 0.04 0.26 0.25 0.25 Coll 8 0.01 0.04 0.29 0.28 0.28 Coll 9 0.00 0.04 0.26 0.25 0.25 Coll 10 0.00 0.04 0.29 0.29 0.29 Coll 11 0.00 0.04 0.26 0.25 0.25 Coll 12 0.00 0.04 0.29 0.29 0.29 Coll 13 0.01 0.04 0.26 0.26 0.26 Coll 14 0.01 0.04 0.29 0.30 0.30 Coll 15 0.00 0.04 0.26 0.25 0.25 Coll 16 0.01 0.04 0.26 0.25 0.25 Coll 17 0.00 0.04 0.29 0.29 0.29 Coll 18 0.01 0.04 0.29 0.28 0.28 Coll 19 0.04 0.03 0.19 0.20 0.20 Coll 20 0.04 0.03 0.22 0.23 0.23 Coll 21 0.05 0.03 0.19 0.21 0.21 Coll 22 0.05 0.03 0.22 0.23 0.23 Coll 23 0.05 0.03 0.19 0.21 0.21 Coll 24 0.05 0.03 0.22 0.23 0.23 Coll 25 0.06 0.03 0.19 0.21 0.21 Coll 26 0.06 0.03 0.22 0.24 0.24 Coll 27 0.05 0.03 0.19 0.21 0.21 Coll 28 0.04 0.03 0.19 0.20 0.20 Coll 29 0.05 0.03 0.22 0.23 0.23 Coll 30 0.04 0.03 0.22 0.23 0.23 Page 208 Of 330 Coll 31 0.04 0.03 0.19 0.20 0.20 Coll 32 0.04 0.03 0.22 0.23 0.23 Coll 33 0.05 0.03 0.19 0.21 0.21 Coll 34 0.05 0.03 0.22 0.23 0.23 Coll 35 0.05 0.03 0.19 0.21 0.21 Coll 36 0.05 0.03 0.22 0.23 0.23 Coll 37 0.06 0.03 0.19 0.21 0.21 Coll 38 0.06 0.03 0.22 0.24 0.24 Coll 39 0.05 0.03 0.19 0.21 0.21 Coll 40 0.04 0.03 0.19 0.20 0.20 Coll 41 0.05 0.03 0.22 0.23 0.23 Coll 42 0.04 0.03 0.22 0.23 0.23 Coll 43 0.01 0.04 0.26 0.24 0.24 Coll 44 0.01 0.04 0.29 0.28 0.28 Coll 45 0.00 0.04 0.26 0.25 0.25 Coll 46 0.00 0.04 0.29 0.29 0.29 Coll 47 0.01 0.04 0.26 0.25 0.25 Coll 48 0.01 0.04 0.29 0.29 0.29 Coll 49 0.01 0.04 0.26 0.26 0.26 Coll 50 0.01 0.04 0.29 0.29 0.29 Coll 51 0.01 0.04 0.26 0.25 0.25 Coll 52 0.01 0.04 0.26 0.24 0.24 Coll 53 0.01 0.04 0.29 0.29 0.29 Coll 54 0.01 0.04 0.29 0.28 0.28 Coll 55 0.04 0.00 0.00 0.04 0.04 Coll 56 0.04 0.00 0.00 0.04 0.04 Coll 57 0.04 0.00 0.00 0.04 0.04 Coll 58 0.04 0.00 0.00 0.04 0.04 Coll 59 0.01 0.00 0.00 0.01 0.01 Coll 60 0.02 0.00 0.00 0.02 0.02 Coll 61 0.01 0.00 0.00 0.01 0.01 Coll 62 0.00 0.00 0.00 0.00 0.00 Coll 63 0.00 0.00 0.00 0.00 0.00 Coll 64 0.01 0.00 0.00 0.01 0.01 Coll 65 0.00 0.00 0.00 0.00 0.00 Coll 66 0.01 0.00 0.00 0.01 0.01 Coll 67 0.04 0.00 0.00 0.04 0.04 Coll 68 0.05 0.00 0.00 0.05 0.05 Coll 69 0.05 0.00 0.00 0.05 0.05 Coll 70 0.06 0.00 0.00 0.06 0.06 Coll 71 0.05 0.00 0.00 0.05 0.05 Coll 72 0.04 0.00 0.00 0.04 0.04 Coll 73 0.04 0.00 0.00 0.04 0.04 Coll 74 0.05 0.00 0.00 0.05 0.05 Coll 75 0.05 0.00 0.00 0.05 0.05 Coll 76 0.06 0.00 0.00 0.06 0.06 Coll 77 0.05 0.00 0.00 0.05 0.05 Coll 78 0.04 0.00 0.00 0.04 0.04 Coll 79 0.01 0.00 0.00 0.01 0.01 Coll 80 0.00 0.00 0.00 0.00 0.00 Coll 81 0.01 0.00 0.00 0.01 0.01 Coll 82 0.01 0.00 0.00 0.01 0.01 Coll 83 0.01 0.00 0.00 0.01 0.01 Coll 84 0.01 0.00 0.00 0.01 0.01 Coll 85 0.08 0.00 0.00 0.08 0.08 Coll 86 0.05 0.00 0.00 0.05 0.05 Coll 87 0.01 0.04 0.26 0.26 0.26 Coll 88 0.01 0.04 0.29 0.29 0.29 Coll 89 0.02 0.04 0.26 0.26 0.26 Coll 90 0.02 0.04 0.29 0.30 0.30 Page 209 Of 330 Coll 91 0.01 0.04 0.26 0.26 0.26 Coll 92 0.00 0.04 0.26 0.25 0.25 Coll 93 0.01 0.04 0.29 0.29 0.29 Coll 94 0.00 0.04 0.29 0.29 0.29 Coll 95 0.07 0.00 0.00 0.07 0.07 Coll 96 0.07 0.00 0.00 0.07 0.07 Co12 1 0.07 0.00 0.00 0.07 0.07 Co12 2 0.19 0.00 0.00 0.19 0.19 Co12 3 0.18 0.00 0.00 0.18 0.18 Co12 4 0.21 0.00 0.00 0.21 0.21 Co12 5 0.16 0.00 0.00 0.16 0.16 Co12 6 0.15 0.00 0.00 0.15 0.15 Co12 7 0.02 0.08 0.48 0.46 0.46 Co12 8 0.02 0.08 0.62 0.57 0.57 Co12 9 0.00 0.08 0.48 0.47 0.47 Co12 10 0.00 0.08 0.62 0.61 0.61 Co12 11 0.01 0.08 0.48 0.47 0.47 Co12 12 0.01 0.08 0.62 0.60 0.60 Co12 13 0.02 0.08 0.48 0.48 0.48 Co12 14 0.02 0.08 0.62 0.63 0.63 Co12 15 0.01 0.08 0.48 0.47 0.47 Co12 16 0.02 0.08 0.48 0.46 0.46 Co12 17 0.01 0.08 0.62 0.60 0.60 Co12 18 0.02 0.08 0.62 0.57 0.57 Co12 19 0.09 0.06 0.36 0.38 0.38 Co12 20 0.09 0.06 0.47 0.49 0.49 Co12 21 0.12 0.06 0.36 0.38 0.38 Co12 22 0.12 0.06 0.47 0.49 0.49 Co12 23 0.11 0.06 0.36 0.38 0.38 Co12 24 0.11 0.06 0.47 0.49 0.49 Co12 25 0.14 0.06 0.36 0.39 0.39 Co12 26 0.14 0.06 0.47 0.50 0.50 Co12 27 0.12 0.06 0.36 0.38 0.38 Co12 28 0.09 0.06 0.36 0.38 0.38 Co12 29 0.12 0.06 0.47 0.49 0.49 Co12 30 0.09 0.06 0.47 0.49 0.49 Co12 31 0.08 0.06 0.36 0.38 0.38 Co12 32 0.08 0.06 0.47 0.48 0.48 Co12 33 0.12 0.06 0.36 0.38 0.38 Co12 34 0.12 0.06 0.47 0.49 0.49 Co12 35 0.11 0.06 0.36 0.38 0.38 Co12 36 0.11 0.06 0.47 0.49 0.49 Co12 37 0.14 0.06 0.36 0.39 0.39 Co12 38 0.14 0.06 0.47 0.50 0.50 Co12 39 0.11 0.06 0.36 0.38 0.38 Co12 40 0.08 0.06 0.36 0.38 0.38 Co12 41 0.11 0.06 0.47 0.49 0.49 Co12 42 0.08 0.06 0.47 0.48 0.48 Co12 43 0.02 0.08 0.48 0.45 0.45 Co12 44 0.02 0.08 0.62 0.56 0.56 Co12 45 0.01 0.08 0.48 0.47 0.47 Co12 46 0.01 0.08 0.62 0.60 0.60 Co12 47 0.01 0.08 0.48 0.46 0.46 Co12 48 0.01 0.08 0.62 0.58 0.58 Co12 49 0.01 0.08 0.48 0.48 0.48 Co12 50 0.01 0.08 0.62 0.62 0.62 Co12 51 0.01 0.08 0.48 0.46 0.46 Co12 52 0.03 0.08 0.48 0.45 0.45 Co12 53 0.01 0.08 0.62 0.59 0.59 Co12 54 0.03 0.08 0.62 0.56 0.56 Page 210 Of 330 Co12 55 0.09 0.00 0.00 0.09 0.09 Co12 56 0.08 0.00 0.00 0.08 0.08 Co12 57 0.08 0.00 0.00 0.08 0.08 Co12 58 0.08 0.00 0.00 0.08 0.08 Co12 59 0.02 0.00 0.00 0.02 0.02 Co12 60 0.01 0.00 0.00 0.01 0.01 Co12 61 0.02 0.00 0.00 0.02 0.02 Co12 62 0.00 0.00 0.00 0.00 0.00 Co12 63 0.01 0.00 0.00 0.01 0.01 Co12 64 0.02 0.00 0.00 0.02 0.02 Co12 65 0.01 0.00 0.00 0.01 0.01 Co12 66 0.02 0.00 0.00 0.02 0.02 Co12 67 0.09 0.00 0.00 0.09 0.09 Co12 68 0.12 0.00 0.00 0.12 0.12 Co12 69 0.11 0.00 0.00 0.11 0.11 Co12 70 0.14 0.00 0.00 0.14 0.14 Co12 71 0.12 0.00 0.00 0.12 0.12 Co12 72 0.09 0.00 0.00 0.09 0.09 Co12 73 0.08 0.00 0.00 0.08 0.08 Co12 74 0.12 0.00 0.00 0.12 0.12 Co12 75 0.11 0.00 0.00 0.11 0.11 Co12 76 0.14 0.00 0.00 0.14 0.14 Co12 77 0.11 0.00 0.00 0.11 0.11 Co12 78 0.08 0.00 0.00 0.08 0.08 Co12 79 0.02 0.00 0.00 0.02 0.02 Co12 80 0.01 0.00 0.00 0.01 0.01 Co12 81 0.01 0.00 0.00 0.01 0.01 Co12 82 0.01 0.00 0.00 0.01 0.01 Co12 83 0.01 0.00 0.00 0.01 0.01 Co12 84 0.03 0.00 0.00 0.03 0.03 Co12 85 0.16 0.00 0.00 0.16 0.16 Co12 86 0.16 0.00 0.00 0.16 0.16 Co12 87 0.01 0.08 0.48 0.48 0.48 Co12 88 0.01 0.08 0.62 0.62 0.62 Co12 89 0.05 0.08 0.48 0.49 0.49 Co12 90 0.05 0.08 0.62 0.63 0.63 Co12 91 0.02 0.08 0.48 0.48 0.48 Co12 92 0.01 0.08 0.48 0.47 0.47 Co12 93 0.02 0.08 0.62 0.62 0.62 Co12 94 0.01 0.08 0.62 0.60 0.60 Co12 95 0.17 0.00 0.00 0.17 0.17 Co12 96 0.16 0.00 0.00 0.16 0.16 Co13 1 0.05 0.00 0.00 0.05 0.05 Co13 2 0.12 0.00 0.00 0.12 0.12 Co13 3 0.12 0.00 0.00 0.12 0.12 Co13 4 0.15 0.00 0.00 0.15 0.15 Co13 5 0.10 0.00 0.00 0.10 0.10 Co13 6 0.11 0.00 0.00 0.11 0.11 Co13 7 0.00 0.04 0.34 0.33 0.33 Co13 8 0.00 0.05 0.39 0.38 0.38 Co13 9 0.01 0.04 0.34 0.32 0.32 Co13 10 0.01 0.05 0.39 0.37 0.37 Co13 11 0.00 0.04 0.34 0.34 0.34 Co13 12 0.00 0.05 0.39 0.39 0.39 Co13 13 0.01 0.04 0.34 0.33 0.33 Co13 14 0.01 0.05 0.39 0.38 0.38 Co13 15 0.02 0.04 0.34 0.34 0.34 Co13 16 0.00 0.04 0.34 0.34 0.34 Co13 17 0.02 0.05 0.39 0.39 0.39 Co13 18 0.00 0.05 0.39 0.39 0.39 Page 211 Of 330 Co13 19 0.07 0.03 0.25 0.28 0.28 Co13 20 0.07 0.04 0.29 0.31 0.31 Co13 21 0.05 0.03 0.25 0.27 0.27 Co13 22 0.05 0.04 0.29 0.31 0.31 Co13 23 0.08 0.03 0.25 0.28 0.28 Co13 24 0.08 0.04 0.29 0.32 0.32 Co13 25 0.06 0.03 0.25 0.28 0.28 Co13 26 0.06 0.04 0.29 0.31 0.31 Co13 27 0.09 0.03 0.25 0.29 0.29 Co13 28 0.08 0.03 0.25 0.28 0.28 Co13 29 0.09 0.04 0.29 0.32 0.32 Co13 30 0.08 0.04 0.29 0.32 0.32 Co13 31 0.07 0.03 0.25 0.28 0.28 Co13 32 0.07 0.04 0.29 0.32 0.32 Co13 33 0.06 0.03 0.25 0.27 0.27 Co13 34 0.06 0.04 0.29 0.31 0.31 Co13 35 0.08 0.03 0.25 0.28 0.28 Co13 36 0.08 0.04 0.29 0.32 0.32 Co13 37 0.07 0.03 0.25 0.28 0.28 Co13 38 0.07 0.04 0.29 0.31 0.31 Co13 39 0.09 0.03 0.25 0.29 0.29 Co13 40 0.08 0.03 0.25 0.28 0.28 Co13 41 0.09 0.04 0.29 0.32 0.32 Co13 42 0.08 0.04 0.29 0.32 0.32 Co13 43 0.01 0.04 0.34 0.33 0.33 Co13 44 0.01 0.05 0.39 0.38 0.38 Co13 45 0.02 0.04 0.34 0.32 0.32 Co13 46 0.02 0.05 0.39 0.37 0.37 Co13 47 0.01 0.04 0.34 0.33 0.33 Co13 48 0.01 0.05 0.39 0.38 0.38 Co13 49 0.01 0.04 0.34 0.32 0.32 Co13 50 0.01 0.05 0.39 0.37 0.37 Co13 51 0.00 0.04 0.34 0.34 0.34 Co13 52 0.01 0.04 0.34 0.33 0.33 Co13 53 0.00 0.05 0.39 0.39 0.39 Co13 54 0.01 0.05 0.39 0.38 0.38 Co13 55 0.05 0.00 0.00 0.05 0.05 Co13 56 0.05 0.00 0.00 0.05 0.05 Co13 57 0.05 0.00 0.00 0.05 0.05 Co13 58 0.05 0.00 0.00 0.05 0.05 Co13 59 0.01 0.00 0.00 0.01 0.01 Co13 60 0.01 0.00 0.00 0.01 0.01 Co13 61 0.00 0.00 0.00 0.00 0.00 Co13 62 0.01 0.00 0.00 0.01 0.01 Co13 63 0.00 0.00 0.00 0.00 0.00 Co13 64 0.01 0.00 0.00 0.01 0.01 Co13 65 0.02 0.00 0.00 0.02 0.02 Co13 66 0.00 0.00 0.00 0.00 0.00 Co13 67 0.07 0.00 0.00 0.07 0.07 Co13 68 0.05 0.00 0.00 0.05 0.05 Co13 69 0.08 0.00 0.00 0.08 0.08 Co13 70 0.06 0.00 0.00 0.06 0.06 Co13 71 0.09 0.00 0.00 0.09 0.09 Co13 72 0.08 0.00 0.00 0.08 0.08 Co13 73 0.07 0.00 0.00 0.07 0.07 Co13 74 0.06 0.00 0.00 0.06 0.06 Co13 75 0.08 0.00 0.00 0.08 0.08 Co13 76 0.07 0.00 0.00 0.07 0.07 Co13 77 0.09 0.00 0.00 0.09 0.09 Co13 78 0.08 0.00 0.00 0.08 0.08 Page 212 Of 330 Co13 79 0.01 0.00 0.00 0.01 Co13 80 0.02 0.00 0.00 0.02 Co13 81 0.01 0.00 0.00 0.01 Co13 82 0.01 0.00 0.00 0.01 Co13 83 0.00 0.00 0.00 0.00 Co13 84 0.01 0.00 0.00 0.01 Co13 85 0.08 0.00 0.00 0.08 Co13 86 0.11 0.00 0.00 0.11 Co13 87 0.02 0.04 0.34 0.34 Co13 88 0.02 0.05 0.39 0.39 Co13 89 0.00 0.04 0.34 0.33 Co13 90 0.00 0.05 0.39 0.38 Co13 91 0.03 0.04 0.34 0.35 Co13 92 0.01 0.04 0.34 0.34 Co13 93 0.03 0.05 0.39 0.40 Co13 94 0.01 0.05 0.39 0.39 Co13 95 0.11 0.00 0.00 0.11 Co13 96 0.11 0.00 0.00 0.11 ----- Rafl ---- 1 ----- 0.00 ----- 0.03 ------ 0.06 ------ 0.06 Rafl 2 0.00 0.07 0.16 0.16 Rafl 3 0.00 0.07 0.15 0.15 Raft 4 0.00 0.08 0.18 0.18 Rafl 5 0.00 0.06 0.13 0.13 Raft 6 0.00 0.06 0.13 0.13 Raft 7 0.00 0.02 0.05 0.05 Rafl 8 0.00 0.02 0.05 0.05 Raft 9 0.01 0.01 0.02 0.02 Rafl 10 0.01 0.01 0.02 0.02 Raft 11 0.01 0.01 0.03 0.03 Raft 12 0.01 0.01 0.03 0.03 Rafl 13 0.01 0.01 0.02 0.03 Raft 14 0.01 0.01 0.02 0.03 Rafl 15 0.01 0.01 0.02 0.02 Raft 16 0.01 0.02 0.05 0.06 Raft 17 0.01 0.01 0.02 0.02 Rafl 18 0.01 0.02 0.05 0.06 Raft 19 0.00 0.03 0.07 0.07 Rafl 20 0.00 0.03 0.07 0.07 Raft 21 0.00 0.04 0.10 0.11 Raft 22 0.00 0.04 0.10 0.11 Rafl 23 0.01 0.04 0.09 0.09 Raft 24 0.01 0.04 0.09 0.09 Rafl 25 0.01 0.05 0.12 0.13 Rafl 26 0.01 0.05 0.12 0.13 Raft 27 0.00 0.04 0.10 0.10 Rafl 28 0.00 0.03 0.07 0.07 Raft 29 0.00 0.04 0.10 0.10 Rafl 30 0.00 0.03 0.07 0.07 Rafl 31 0.00 0.03 0.07 0.07 Raft 32 0.00 0.03 0.07 0.07 Rafl 33 0.00 0.04 0.10 0.10 Raft 34 0.00 0.04 0.10 0.10 Rafl 35 0.01 0.04 0.09 0.09 Rafl 36 0.01 0.04 0.09 0.09 Raft 37 0.01 0.05 0.12 0.12 Rafl 38 0.01 0.05 0.12 0.12 Raft 39 0.00 0.04 0.09 0.09 Raft 40 0.00 0.03 0.07 0.07 Rafl 41 0.00 0.04 0.09 0.09 0.01 0.02 0.01 0.01 0.00 0.01 0.08 0.11 0.34 0.39 0.33 0.38 0.35 0.34 0.40 0.39 0.11 0.11 0.06 0.16 0.15 0.18 0.13 0.13 0.05 0.05 0.02 0.02 0.03 0.03 0.03 0.03 0.02 0.06 0.02 0.06 0.07 0.07 0.11 0.11 0.09 0.09 0.13 0.13 0.10 0.07 0.10 0.07 0.07 0.07 0.10 0.10 0.09 0.09 0.12 0.12 0.09 0.07 0.09 Page 213 Of 330 Rafl 42 0.00 0.03 0.07 0.07 0.07 Raft 43 0.00 0.03 0.07 0.07 0.07 Raft 44 0.00 0.03 0.07 0.07 0.07 Rafl 45 0.01 0.01 0.03 0.03 0.03 Raft 46 0.01 0.01 0.03 0.03 0.03 Rafl 47 0.01 0.02 0.04 0.04 0.04 Raft 48 0.01 0.02 0.04 0.04 0.04 Raft 49 0.01 0.00 0.03 0.03 0.03 Rafl 50 0.01 0.00 0.03 0.03 0.03 Raft 51 0.01 0.01 0.03 0.03 0.03 Rafl 52 0.00 0.03 0.07 0.07 0.07 Rafl 53 0.01 0.01 0.03 0.03 0.03 Raft 54 0.00 0.03 0.07 0.07 0.07 Rafl 55 0.02 0.03 0.07 0.08 0.08 Raft 56 0.02 0.03 0.06 0.07 0.07 Rafl 57 0.01 0.03 0.07 0.07 0.07 Rafl 58 0.01 0.03 0.06 0.07 0.07 Raft 59 0.02 0.01 0.02 0.02 0.02 Rafl 60 0.02 0.00 0.01 0.02 0.02 Raft 61 0.00 0.02 0.05 0.05 0.05 Rafl 62 0.01 0.01 0.02 0.02 0.02 Rafl 63 0.01 0.01 0.03 0.03 0.03 Raft 64 0.01 0.01 0.02 0.03 0.03 Rafl 65 0.01 0.01 0.02 0.02 0.02 Raft 66 0.01 0.02 0.05 0.06 0.06 Raft 67 0.00 0.03 0.07 0.07 0.07 Rafl 68 0.00 0.04 0.10 0.11 0.11 Raft 69 0.01 0.04 0.09 0.09 0.09 Rafl 70 0.01 0.05 0.12 0.13 0.13 Raft 71 0.00 0.04 0.10 0.10 0.10 Raft 72 0.00 0.03 0.07 0.07 0.07 Rafl 73 0.00 0.03 0.07 0.07 0.07 Raft 74 0.00 0.04 0.10 0.10 0.10 Rafl 75 0.01 0.04 0.09 0.09 0.09 Raft 76 0.01 0.05 0.12 0.12 0.12 Raft 77 0.00 0.04 0.09 0.09 0.09 Rafl 78 0.00 0.03 0.07 0.07 0.07 Raft 79 0.00 0.03 0.07 0.07 0.07 Rafl 80 0.01 0.01 0.03 0.03 0.03 Raft 81 0.01 0.02 0.04 0.04 0.04 Raft 82 0.01 0.00 0.03 0.03 0.03 Rafl 83 0.01 0.01 0.03 0.03 0.03 Raft 84 0.00 0.03 0.07 0.07 0.07 Rafl 85 0.00 0.07 0.13 0.13 0.13 Rafl 86 0.00 0.06 0.13 0.13 0.13 Raft 87 0.01 0.00 0.01 0.01 0.01 Rafl 88 0.01 0.00 0.01 0.01 0.01 Raft 89 0.01 0.02 0.04 0.05 0.05 Rafl 90 0.01 0.02 0.04 0.05 0.05 Rafl 91 0.01 0.00 0.02 0.02 0.02 Raft 92 0.01 0.01 0.03 0.03 0.03 Rafl 93 0.01 0.00 0.02 0.02 0.02 Raft 94 0.01 0.01 0.03 0.03 0.03 Rafl 95 0.01 0.06 0.14 0.14 0.14 Rafl 96 0.02 0.06 0.13 0.14 0.14 COLUMN REACTIONS: --------------- Load In Plane --Out Plane Horz-- Page 214 Of 330 Id Id Vert(k ) Horz(k ) Base(k ) Roof(k ) Coll 1 1.17 0.00 0.00 0.00 Coll 2 2.86 0.00 0.00 0.00 Coll 3 2.81 0.00 0.00 0.00 Coll 4 3.29 0.00 0.00 0.00 Coll 5 2.44 0.00 0.00 0.00 Coll 6 2.40 0.00 0.00 0.00 Coll 7 -0.51 0.00 -0.99 -0.99 Coll 8 -0.51 0.00 1.13 1.13 Coll 9 0.02 0.00 -0.99 -0.99 Coll 10 0.02 0.00 1.13 1.13 Coll 11 -0.04 0.00 -0.99 -0.99 Coll 12 -0.04 0.00 1.13 1.13 Coll 13 0.49 0.00 -0.99 -0.99 Coll 14 0.49 0.00 1.13 1.13 Coll 15 -0.09 0.00 -0.99 -0.99 Coll 16 -0.62 0.00 -0.99 -0.99 Coll 17 -0.09 0.00 1.13 1.13 Coll 18 -0.62 0.00 1.13 1.13 Coll 19 1.48 0.00 -0.74 -0.74 Coll 20 1.48 0.00 0.85 0.85 Coll 21 1.89 0.00 -0.74 -0.74 Coll 22 1.89 0.00 0.85 0.85 Coll 23 1.84 0.00 -0.74 -0.74 Coll 24 1.84 0.00 0.85 0.85 Coll 25 2.24 0.00 -0.74 -0.74 Coll 26 2.24 0.00 0.85 0.85 Coll 27 1.81 0.00 -0.74 -0.74 Coll 28 1.41 0.00 -0.74 -0.74 Coll 29 1.81 0.00 0.85 0.85 Coll 30 1.41 0.00 0.85 0.85 Coll 31 1.44 0.00 -0.74 -0.74 Coll 32 1.44 0.00 0.85 0.85 Coll 33 1.85 0.00 -0.74 -0.74 Coll 34 1.85 0.00 0.85 0.85 Coll 35 1.80 0.00 -0.74 -0.74 Coll 36 1.80 0.00 0.85 0.85 Coll 37 2.20 0.00 -0.74 -0.74 Coll 38 2.20 0.00 0.85 0.85 Coll 39 1.76 0.00 -0.74 -0.74 Coll 40 1.37 0.00 -0.74 -0.74 Coll 41 1.76 0.00 0.85 0.85 Coll 42 1.37 0.00 0.85 0.85 Coll 43 -0.82 0.00 -0.99 -0.99 Coll 44 -0.82 0.00 1.13 1.13 Coll 45 -0.28 0.00 -0.99 -0.99 Coll 46 -0.28 0.00 1.13 1.13 Coll 47 -0.34 0.00 -0.99 -0.99 Coll 48 -0.34 0.00 1.13 1.13 Coll 49 0.19 0.00 -0.99 -0.99 Coll 50 0.19 0.00 1.13 1.13 Coll 51 -0.39 0.00 -0.99 -0.99 Coll 52 -0.92 0.00 -0.99 -0.99 Coll 53 -0.39 0.00 1.13 1.13 Coll 54 -0.92 0.00 1.13 1.13 Coll 55 1.42 0.00 0.00 0.00 Coll 56 1.59 0.00 0.00 0.00 Coll 57 1.36 0.00 0.00 0.00 Coll 58 1.49 0.00 0.00 0.00 Page 215 Of 330 Coll 59 0.39 0.00 0.00 0.00 Coll 60 0.57 0.00 0.00 0.00 Coll 61 -0.51 0.00 0.00 0.00 Coll 62 0.02 0.00 0.00 0.00 Coll 63 -0.04 0.00 0.00 0.00 Coll 64 0.49 0.00 0.00 0.00 Coll 65 -0.09 0.00 0.00 0.00 Coll 66 -0.62 0.00 0.00 0.00 Coll 67 1.48 0.00 0.00 0.00 Coll 68 1.89 0.00 0.00 0.00 Coll 69 1.84 0.00 0.00 0.00 Coll 70 2.24 0.00 0.00 0.00 Coll 71 1.81 0.00 0.00 0.00 Coll 72 1.41 0.00 0.00 0.00 Coll 73 1.44 0.00 0.00 0.00 Coll 74 1.85 0.00 0.00 0.00 Coll 75 1.80 0.00 0.00 0.00 Coll 76 2.20 0.00 0.00 0.00 Coll 77 1.76 0.00 0.00 0.00 Coll 78 1.37 0.00 0.00 0.00 Coll 79 -0.82 0.00 0.00 0.00 Coll 80 -0.28 0.00 0.00 0.00 Coll 81 -0.34 0.00 0.00 0.00 Coll 82 0.19 0.00 0.00 0.00 Coll 83 -0.39 0.00 0.00 0.00 Coll 84 -0.92 0.00 0.00 0.00 Coll 85 2.91 0.00 0.00 0.00 Coll 86 1.87 0.00 0.00 0.00 Coll 87 0.38 0.00 -0.99 -0.99 Coll 88 0.38 0.00 1.13 1.13 Coll 89 0.91 0.00 -0.99 -0.99 Coll 90 0.91 0.00 1.13 1.13 Coll 91 0.33 0.00 -0.99 -0.99 Coll 92 -0.20 0.00 -0.99 -0.99 Coll 93 0.33 0.00 1.13 1.13 Coll 94 -0.20 0.00 1.13 1.13 Coll 95 2.58 0.00 0.00 0.00 Coll 96 2.71 0.00 0.00 0.00 Co12 1 3.12 0.00 0.00 0.00 Co12 2 8.03 0.00 0.00 0.00 Co12 3 7.79 0.00 0.00 0.00 Co12 4 9.18 0.00 0.00 0.00 Co12 5 6.80 0.00 0.00 0.00 Co12 6 6.62 0.00 0.00 0.00 Co12 7 -2.16 0.00 -3.26 -3.26 Co12 8 -2.16 0.00 3.59 3.59 Co12 9 -0.26 0.00 -3.26 -3.26 Co12 10 -0.26 0.00 3.59 3.59 Co12 11 -0.85 0.00 -3.26 -3.26 Co12 12 -0.85 0.00 3.59 3.59 Co12 13 1.05 0.00 -3.26 -3.26 Co12 14 1.05 0.00 3.59 3.59 Co12 15 -0.53 0.00 -3.26 -3.26 Co12 16 -2.20 0.00 -3.26 -3.26 Co12 17 -0.53 0.00 3.59 3.59 Co12 18 -2.20 0.00 3.59 3.59 Co12 19 3.79 0.00 -2.44 -2.44 Co12 20 3.79 0.00 2.69 2.69 Co12 21 5.22 0.00 -2.44 -2.44 Co12 22 5.22 0.00 2.69 2.69 Page 216 Of 330 Co12 23 4.78 0.00 -2.44 -2.44 Co12 24 4.78 0.00 2.69 2.69 Co12 25 6.21 0.00 -2.44 -2.44 Co12 26 6.21 0.00 2.69 2.69 Co12 27 5.02 0.00 -2.44 -2.44 Co12 28 3.77 0.00 -2.44 -2.44 Co12 29 5.02 0.00 2.69 2.69 Co12 30 3.77 0.00 2.69 2.69 Co12 31 3.62 0.00 -2.44 -2.44 Co12 32 3.62 0.00 2.69 2.69 Co12 33 5.05 0.00 -2.44 -2.44 Co12 34 5.05 0.00 2.69 2.69 Co12 35 4.60 0.00 -2.44 -2.44 Co12 36 4.60 0.00 2.69 2.69 Co12 37 6.03 0.00 -2.44 -2.44 Co12 38 6.03 0.00 2.69 2.69 Co12 39 4.85 0.00 -2.44 -2.44 Co12 40 3.59 0.00 -2.44 -2.44 Co12 41 4.85 0.00 2.69 2.69 Co12 42 3.59 0.00 2.69 2.69 Co12 43 -2.90 0.00 -3.26 -3.26 Co12 44 -2.90 0.00 3.59 3.59 Co12 45 -1.00 0.00 -3.26 -3.26 Co12 46 -1.00 0.00 3.59 3.59 Co12 47 -1.59 0.00 -3.26 -3.26 Co12 48 -1.59 0.00 3.59 3.59 Co12 49 0.31 0.00 -3.26 -3.26 Co12 50 0.31 0.00 3.59 3.59 Co12 51 -1.26 0.00 -3.26 -3.26 Co12 52 -2.94 0.00 -3.26 -3.26 Co12 53 -1.26 0.00 3.59 3.59 Co12 54 -2.94 0.00 3.59 3.59 Co12 55 3.79 0.00 0.00 0.00 Co12 56 3.45 0.00 0.00 0.00 Co12 57 3.62 0.00 0.00 0.00 Co12 58 3.36 0.00 0.00 0.00 Co12 59 0.99 0.00 0.00 0.00 Co12 60 0.64 0.00 0.00 0.00 Co12 61 -2.16 0.00 0.00 0.00 Co12 62 -0.26 0.00 0.00 0.00 Co12 63 -0.85 0.00 0.00 0.00 Co12 64 1.05 0.00 0.00 0.00 Co12 65 -0.53 0.00 0.00 0.00 Co12 66 -2.20 0.00 0.00 0.00 Co12 67 3.79 0.00 0.00 0.00 Co12 68 5.22 0.00 0.00 0.00 Co12 69 4.78 0.00 0.00 0.00 Co12 70 6.21 0.00 0.00 0.00 Co12 71 5.02 0.00 0.00 0.00 Co12 72 3.77 0.00 0.00 0.00 Co12 73 3.62 0.00 0.00 0.00 Co12 74 5.05 0.00 0.00 0.00 Co12 75 4.60 0.00 0.00 0.00 Co12 76 6.03 0.00 0.00 0.00 Co12 77 4.85 0.00 0.00 0.00 Co12 78 3.59 0.00 0.00 0.00 Co12 79 -2.90 0.00 0.00 0.00 Co12 80 -1.00 0.00 0.00 0.00 Co12 81 -1.59 0.00 0.00 0.00 Co12 82 0.31 0.00 0.00 0.00 Page 217 Of 330 Co12 83 -1.26 0.00 0.00 0.00 Co12 84 -2.94 0.00 0.00 0.00 Co12 85 6.68 0.00 0.00 0.00 Co12 86 6.67 0.00 0.00 0.00 Co12 87 0.42 0.00 -3.26 -3.26 Co12 88 0.42 0.00 3.59 3.59 Co12 89 2.33 0.00 -3.26 -3.26 Co12 90 2.33 0.00 3.59 3.59 Co12 91 0.75 0.00 -3.26 -3.26 Co12 92 -0.93 0.00 -3.26 -3.26 Co12 93 0.75 0.00 3.59 3.59 Co12 94 -0.93 0.00 3.59 3.59 Co12 95 7.13 0.00 0.00 0.00 Co12 96 6.87 0.00 0.00 0.00 Co13 1 1.79 0.00 0.00 0.00 Co13 2 4.42 0.00 0.00 0.00 Co13 3 4.67 0.00 0.00 0.00 Co13 4 5.53 0.00 0.00 0.00 Co13 5 3.76 0.00 0.00 0.00 Co13 6 3.95 0.00 0.00 0.00 Co13 7 -0.21 0.00 -1.15 -1.15 Co13 8 -0.21 0.00 1.31 1.31 Co13 9 -0.99 0.00 -1.15 -1.15 Co13 10 -0.99 0.00 1.31 1.31 Co13 11 0.17 0.00 -1.15 -1.15 Co13 12 0.17 0.00 1.31 1.31 Co13 13 -0.61 0.00 -1.15 -1.15 Co13 14 -0.61 0.00 1.31 1.31 Co13 15 0.69 0.00 -1.15 -1.15 Co13 16 0.13 0.00 -1.15 -1.15 Co13 17 0.69 0.00 1.31 1.31 Co13 18 0.13 0.00 1.31 1.31 Co13 19 2.58 0.00 -0.86 -0.86 Co13 20 2.58 0.00 0.98 0.98 Co13 21 1.99 0.00 -0.86 -0.86 Co13 22 1.99 0.00 0.98 0.98 Co13 23 2.86 0.00 -0.86 -0.86 Co13 24 2.86 0.00 0.98 0.98 Co13 25 2.28 0.00 -0.86 -0.86 Co13 26 2.28 0.00 0.98 0.98 Co13 27 3.25 0.00 -0.86 -0.86 Co13 28 2.83 0.00 -0.86 -0.86 Co13 29 3.25 0.00 0.98 0.98 Co13 30 2.83 0.00 0.98 0.98 Co13 31 2.77 0.00 -0.86 -0.86 Co13 32 2.77 0.00 0.98 0.98 Co13 33 2.18 0.00 -0.86 -0.86 Co13 34 2.18 0.00 0.98 0.98 Co13 35 3.05 0.00 -0.86 -0.86 Co13 36 3.05 0.00 0.98 0.98 Co13 37 2.47 0.00 -0.86 -0.86 Co13 38 2.47 0.00 0.98 0.98 Co13 39 3.44 0.00 -0.86 -0.86 Co13 40 3.02 0.00 -0.86 -0.86 Co13 41 3.44 0.00 0.98 0.98 Co13 42 3.02 0.00 0.98 0.98 Co13 43 -0.76 0.00 -1.15 -1.15 Co13 44 -0.76 0.00 1.31 1.31 Co13 45 -1.54 0.00 -1.15 -1.15 Co13 46 -1.54 0.00 1.31 1.31 Page 218 Of 330 Co13 47 -0.38 0.00 -1.15 -1.15 Co13 48 -0.38 0.00 1.31 1.31 Co13 49 -1.16 0.00 -1.15 -1.15 Co13 50 -1.16 0.00 1.31 1.31 Co13 51 0.14 0.00 -1.15 -1.15 Co13 52 -0.42 0.00 -1.15 -1.15 Co13 53 0.14 0.00 1.31 1.31 Co13 54 -0.42 0.00 1.31 1.31 Co13 55 1.85 0.00 0.00 0.00 Co13 56 2.02 0.00 0.00 0.00 Co13 57 1.83 0.00 0.00 0.00 Co13 58 1.96 0.00 0.00 0.00 Co13 59 0.37 0.00 0.00 0.00 Co13 60 0.54 0.00 0.00 0.00 Co13 61 -0.21 0.00 0.00 0.00 Co13 62 -0.99 0.00 0.00 0.00 Co13 63 0.17 0.00 0.00 0.00 Co13 64 -0.61 0.00 0.00 0.00 Co13 65 0.69 0.00 0.00 0.00 Co13 66 0.13 0.00 0.00 0.00 Co13 67 2.58 0.00 0.00 0.00 Co13 68 1.99 0.00 0.00 0.00 Co13 69 2.86 0.00 0.00 0.00 Co13 70 2.28 0.00 0.00 0.00 Co13 71 3.25 0.00 0.00 0.00 Co13 72 2.83 0.00 0.00 0.00 Co13 73 2.77 0.00 0.00 0.00 Co13 74 2.18 0.00 0.00 0.00 Co13 75 3.05 0.00 0.00 0.00 Co13 76 2.47 0.00 0.00 0.00 Co13 77 3.44 0.00 0.00 0.00 Co13 78 3.02 0.00 0.00 0.00 Co13 79 -0.76 0.00 0.00 0.00 Co13 80 -1.54 0.00 0.00 0.00 Co13 81 -0.38 0.00 0.00 0.00 Co13 82 -1.16 0.00 0.00 0.00 Co13 83 0.14 0.00 0.00 0.00 Co13 84 -0.42 0.00 0.00 0.00 Co13 85 3.11 0.00 0.00 0.00 Co13 86 4.16 0.00 0.00 0.00 Co13 87 0.59 0.00 -1.15 -1.15 Co13 88 0.59 0.00 1.31 1.31 Co13 89 -0.19 0.00 -1.15 -1.15 Co13 90 -0.19 0.00 1.31 1.31 Co13 91 1.11 0.00 -1.15 -1.15 Co13 92 0.55 0.00 -1.15 -1.15 Co13 93 1.11 0.00 1.31 1.31 Co13 94 0.55 0.00 1.31 1.31 Co13 95 3.99 0.00 0.00 0.00 Co13 96 4.12 0.00 0.00 0.00 COLUMN DEFLECTIONS: Load Deflection(in) Id Id Calc Limit Coll 97 0.00 2.00 Coll 98 0.00 2.00 Coll 99 0.00 2.00 Coll 100 0.00 2.00 Page 219 Of 330 Coll 101 0.00 2.00 Coll 102 0.00 2.00 Coll 103 0.00 2.00 Coll 104 0.00 2.00 Coll 105 0.00 2.00 Coll 106 0.00 2.00 Coll 107 0.00 2.00 Coll 108 0.00 2.00 Coll 109 0.00 2.00 Coll 110 -0.40 2.00 Coll 111 0.46 2.00 Coll 112 0.00 2.00 Coll 113 0.00 2.00 Coll 114 0.00 2.00 Coll 115 0.00 2.00 Coll 116 0.00 2.00 Coll 117 0.00 2.00 Coll 118 0.00 2.00 Coll 119 0.00 2.00 Coll 120 0.00 2.00 Co12 97 0.00 2.17 Co12 98 0.00 2.17 Co12 99 0.00 2.17 Co12 100 0.00 2.17 Co12 101 0.00 2.17 Co12 102 0.00 2.17 Co12 103 0.00 2.17 Co12 104 0.00 2.17 Co12 105 0.00 2.17 Co12 106 0.00 2.17 Co12 107 0.00 2.17 Co12 108 0.00 2.17 Co12 109 0.00 2.17 Co12 110 -0.58 2.17 Co12 111 0.64 2.17 Co12 112 0.00 2.17 Co12 113 0.00 2.17 Co12 114 0.00 2.17 Co12 115 0.00 2.17 Co12 116 0.00 2.17 Co12 117 0.00 2.17 Co12 118 0.00 2.17 Co12 119 0.00 2.17 Co12 120 0.00 2.17 Co13 97 0.00 2.33 Co13 98 0.00 2.33 Co13 99 0.00 2.33 Co13 100 0.00 2.33 Co13 101 0.00 2.33 Co13 102 0.00 2.33 Co13 103 0.00 2.33 Co13 104 0.00 2.33 Co13 105 0.00 2.33 Co13 106 0.00 2.33 Co13 107 0.00 2.33 Co13 108 0.00 2.33 Co13 109 0.00 2.33 Co13 110 -0.73 2.33 Co13 111 0.83 2.33 Co13 112 0.00 2.33 Page 220 Of 330 Co13 113 0.00 2.33 Co13 114 0.00 2.33 Co13 115 0.00 2.33 Co13 116 0.00 2.33 Co13 117 0.00 2.33 Co13 118 0.00 2.33 Co13 119 0.00 2.33 Co13 120 0.00 2.33 RAFTER DEFLECTIONS: ------------------- Load Deflection(in) Id Id Calc Limit Raft 97 -0.03 1.55 Rafl 98 -0.08 1.55 Rafl 99 -0.08 1.55 Raft 100 -0.09 1.55 Rafl 101 -0.05 1.29 Raft 102 -0.05 1.29 Rafl 103 -0.06 1.29 Rafl 104 0.03 1.29 Raft 105 0.01 1.29 Rafl 106 0.01 1.29 Raft 107 -0.02 1.29 Raft 108 0.01 1.29 Rafl 109 0.03 1.29 Raft 110 -0.02 1.29 Rafl ill -0.02 1.29 Raft 112 -0.03 1.55 Raft 113 -0.03 1.55 Rafl 114 -0.03 1.55 Raft 115 -0.03 1.55 Rafl 116 -0.01 1.55 Raft 117 -0.01 1.55 Raft 118 0.00 1.55 Rafl 119 0.00 1.55 Raft 120 -0.02 1.55 lll:l 1.1MWIX4021Ima21Ida V:5 Major --Minor(ft)-- Id (ft) Bend Axial ------ Coll ------ 20.0 ------ 7.5 ------ 7.5 Co12 21.7 9.7 7.5 Co13 23.3 7.5 7.5 Rafl 19.4 10.1 4.5 LOAD COMBINATIONS: ------------------ Strength Combinations 1 Dead+Collateral 2 Dead+Collateral+Live 3 Dead+Collateral+Snow 4 Dead+Collateral+MIN_SNOW 5 Dead+Collateral+0.75Live ----KL/R---- Major Minor 75 107 56 120 87 107 45 36 Page 221 Of 330 6 Dead+Collateral+0.75Snow 7 Dead+0.6Wind Leftl+0.6Wind Pressure 8 Dead+0.6Wind_Left1+0.6Wind_Suction 9 Dead+0.6Wind_Rightl+0.6Wind_Pressure 10 Dead+0.6Wind_Rightl+0.6Wind_Suction 11 Dead+0.6Wind Left2+0.6Wind Pressure 12 Dead+0.6Wind Left2+0.6Wind Suction 13 Dead+0.6Wind_Right2+0.6Wind_Pressure 14 Dead+0.6Wind_Right2+0.6Wind_Suction 15 Dead+0.6Wind_Pressure+0.6Wind_Longl 16 Dead+0.6Wind_Pressure+0.6Wind_Long2 17 Dead+0.6Wind_Suction+0.6Wind_Longl 18 Dead+0.6Wind_Suction+0.6Wind_Long2 19 Dead+Collateral+0.75Live+0.45Wind Leftl+0.45Wind Pressure 20 Dead+Collateral+0.75Live+0.45Wind_Left1+0.45Wind_Suction 21 Dead+Collateral+0.75Live+0.45Wind_Rightl+0.45Wind_Pressure 22 Dead+Collateral+0.75Live+0.45Wind_Rightl+0.45Wind_Suction 23 Dead+Collateral+0.75Live+0.45Wind_Left2+0.45Wind_Pressure 24 Dead+Collateral+0.75Live+0.45Wind Left2+0.45Wind Suction 25 Dead+Collateral+0.75Live+0.45Wind_Right2+0.45Wind_Pressure 26 Dead+Collateral+0.75Live+0.45Wind_Right2+0.45Wind_Suction 27 Dead+Collateral+0.75Live+0.45Wind_Pressure+0.45Wind_Longl 28 Dead+Collateral+0.75Live+0.45Wind_Pressure+0.45Wind_Long2 29 Dead+Collateral+0.75Live+0.45Wind_Suction+0.45Wind_Longl 30 Dead+Collateral+0.75Live+0.45Wind_Suction+0.45Wind_Long2 31 Dead+Collateral+0.75Snow+0.45Wind_Left1+0.45Wind_Pressure 32 Dead+Collateral+0.75Snow+0.45Wind Leftl+0.45Wind Suction 33 Dead+Collateral+0.75Snow+0.45Wind_Rightl+0.45Wind_Pressure 34 Dead+Collateral+0.75Snow+0.45Wind_Rightl+0.45Wind_Suction 35 Dead+Collateral+0.75Snow+0.45Wind Left2+0.45Wind Pressure 36 Dead+Collateral+0.75Snow+0.45Wind_Left2+0.45Wind_Suction 37 Dead+Collateral+0.75Snow+0.45Wind_Right2+0.45Wind_Pressure 38 Dead+Collateral+0.75Snow+0.45Wind_Right2+0.45Wind_Suction 39 Dead+Collateral+0.75Snow+0.45Wind_Pressure+0.45Wind_Longl 40 Dead+Collateral+0.75Snow+0.45Wind_Pressure+0.45Wind_Long2 41 Dead+Collateral+0.75Snow+0.45Wind_Suction+0.45Wind_Longl 42 Dead+Collateral+0.75Snow+0.45Wind_Suction+0.45Wind_Long2 43 0.6Dead+0.6Wind_Left1+0.6Wind_Pressure 44 0.6Dead+0.6Wind Leftl+0.6Wind Suction 45 0.6Dead+0.6Wind_Rightl+0.6Wind_Pressure 46 0.6Dead+0.6Wind_Rightl+0.6Wind_Suction 47 0.6Dead+0.6Wind Left2+0.6Wind Pressure 48 0.6Dead+0.6Wind_Left2+0.6Wind_Suction 49 0.6Dead+0.6Wind_Right2+0.6Wind_Pressure 50 0.6Dead+0.6Wind_Right2+0.6Wind_Suction 51 0.6Dead+0.6Wind_Pressure+0.6Wind_Longl 52 0.6Dead+0.6Wind_Pressure+0.6Wind_Long2 53 0.6Dead+0.6Wind_Suction+0.6Wind_Longl 54 0.6Dead+0.6Wind_Suction+0.6Wind_Long2 55 1.16Dead+1.16Collateral+0.7Seismic L 56 1.16Dead+1.16Collateral+0.7Seismic_R 57 1.12Dead+1.12Collateral+0.52Seismic L 58 1.12Dead+1.12Collateral+0.52Seismic R 59 0.44Dead+0.7Seismic L 60 0.44Dead+0.7Seismic R 61 Dead+0.6Wind_Left1 62 Dead+0.6Wind_Rightl 63 Dead+0.6Wind Left2 64 Dead+0.6Wind_Right2 65 Dead+0.6Wind_Longl Page 222 Of 330 66 Dead+0.6Wind_Long2 67 Dead+Collateral+0.75Live+0.45Wind Left1 68 Dead+Collateral+0.75Live+0.45Wind_Right1 69 Dead+Collateral+0.75Live+0.45Wind Left2 70 Dead+Collateral+0.75Live+0.45Wind_Right2 71 Dead+Collateral+0.75Live+0.45Wind_Longl 72 Dead+Collateral+0.75Live+0.45Wind_Long2 73 Dead+Collateral+0.75Snow+0.45Wind_Left1 74 Dead+Collateral+0.75Snow+0.45Wind_Rightl 75 Dead+Collateral+0.75Snow+0.45Wind_Left2 76 Dead+Collateral+0.75Snow+0.45Wind_Right2 77 Dead+Collateral+0.75Snow+0.45Wind_Longl 78 Dead+Collateral+0.75Snow+0.45Wind_Long2 79 0.6Dead+0.6Wind Leftl 80 0.6Dead+0.6Wind_Rightl 81 0.6Dead+0.6Wind Left2 82 0.6Dead+0.6Wind_Right2 83 0.6Dead+0.6Wind_Longl 84 0.6Dead+0.6Wind_Long2 85 Dead+Collateral+Snow/2+E2PAT_SL_1 86 Dead+Collateral+Snow/2+E2PAT_SL_2 87 Dead+Collateral+0.6Wind Left2+0.6Wind Pressure 88 Dead+Collateral+0.6Wind_Left2+0.6Wind_Suction 89 Dead+Collateral+0.6Wind_Right2+0.6Wind_Pressure 90 Dead+Collateral+0.6Wind_Right2+0.6Wind_Suction 91 Dead+Collateral+0.6Wind_Pressure+0.6Wind_Long1 92 Dead+Collateral+0.6Wind_Pressure+0.6Wind_Long2 93 Dead+Collateral+0.6Wind_Suction+0.6Wind_Longl 94 Dead+Collateral+0.6Wind_Suction+0.6Wind_Long2 95 1.12Dead+1.12Collateral+0.75Snow+0.52Seismic L 96 1.12Dead+1.12Collateral+0.75Snow+0.52Seismic R Deflection Combinations 97 Dead+Collateral 98 Dead+Collateral+Live 99 Dead+Collateral+Snow 100 Dead+Collateral+MIN_SNOW 101 Live 102 Snow 103 MIN_SNOW 104 Dead+0.6Wind Leftl 105 Dead+0.6Wind_Rightl 106 Dead+0.6Wind Left2 107 Dead+0.6Wind_Right2 108 Dead+0.6Wind_Longl 109 Dead+0.6Wind_Long2 110 Dead+0.6Wind_Pressure ill Dead+0.6Wind Suction 112 1.16Dead+1.16Collateral+0.7Seismic_L 113 1.16Dead+1.16Collateral+0.7Seismic R 114 1.12Dead+1.12Collateral+0.52Seismic L 115 1.12Dead+1.12Collateral+0.52Seismic_R 116 0.44Dead+0.7Seismic L 117 0.44Dead+0.7Seismic_R 118 Seismic L 119 Seismic R 120 Dead ----------- --------------------------------------------------------------------- -------------------------------------------------------------------------------- U24R0307A Wall 3 - Column Flange Brace 5/ 7/24 10:20am Page 223 Of 330 COLUMN FLANGE BRACES: --------------------- Column Brace At Id Side Part Girt Id ----- ------------------------ Co12 R L2525105 1 2 ---------------------------------------------- ---------------------------------------------- U24R0307A Wall 3 - Base Plate Design DESIGN CONSTANTS: ----------------- Base Plate Yield = 55.00(ksi ) Concrete Bearing = 1.10(ksi ) Bolt Type = GR36 Bolt Shear Stress = 13.05(ksi ) Bolt Tension Stress = 21.75(ksi ) BASE SIZE: 5/ 7/24 10:20am ----- Base(in)---- --Plate_Size(in)-- ------ Bolts(in)------ Req Req Id Type Depth Elev Width Thick Length Dia Row Space Gage Thick Dia Coll S3 7.89 0.0 8.00 0.375 8.25 0.750 2 3.00 3.00 0.133 0.185 Co12 S3 11.90 0.0 8.00 0.375 12.25 0.750 2 3.00 3.00 0.211 0.331 Co13 S3 7.89 0.0 8.00 0.375 8.25 0.750 2 3.00 3.00 0.173 0.200 S3 - Welded Plate BASE REACTIONS: Max Tension+Shear Max Shear+Tension --Max-Comp- Tens Shear -Max -Shear- Shear Tens Id ------ Load ---- Fy (k ) ------ Load ---- Fy (k ) ------ Fx (k ) ------ Load ---- Fx (k ) ------ Load ---- Fx (k ) ------ Fy (k ) ------ Coll 4 3.29 54 -0.92 1.13 8 1.13 54 1.13 -0.92 Co12 4 9.18 54 -2.94 3.59 8 3.59 54 3.59 -2.94 Co13 4 5.53 46 -1.54 1.31 8 1.31 46 1.31 -1.54 WELDS: -Top-Flange-To-Plate- -Bot_Flange_To_Plate- -----Web_TO_Plate---- Shear(k/in ) Shear(k/in ) Shear(k/in ) Id ------ Size ----- Typ --- Calc ----- Limit ----- Size ----- Typ --- Calc ----- Limit ----- Size Typ ----- --- Calc Limit ----- ----- Coll 0.188 F1 0.12 4.18 0.188 F1 0.12 4.18 0.188 F1 0.15 2.78 Co12 0.188 F1 0.37 4.18 0.188 F1 0.37 4.18 0.188 F1 0.31 2.78 Co13 0.188 F1 0.19 4.18 0.188 F1 0.19 4.18 0.188 F1 0.17 2.78 LOAD COMBINATIONS: ------------------ 4 Dead+Collateral+MIN_SNOW 8 Dead+0.6Wind Leftl+0.6Wind Suction 46 0.6Dead+0.6Wind_Rightl+0.6Wind_Suction 54 0.6Dead+0.6Wind_Suction+0.6Wind_Long2 Page 224 Of 330 U24RO307A DESIGN CONSTANTS: ----------------- Plate Yield Bolt Shear Stress Bolt Tension Stress CONNECTION SIZE: --------------- Wall 3 - Column Connection Design = 55.00(ksi ) = 27.00(ksi ) = 45.00(ksi ) 5/ 7/24 10:20am Col Plate-Size(in) --------------- Bolts(in)--------------- Id Locate Type Depth Width Thick Type Dia Rowl Row2 Space Gage DtBolt ------ Coll ------ Cap ---- S3 ----- 7.89 ----- 5.00 ----- 0.375 ----- A325 ----- 0.500 ---- ---- 2 2 ----- 3.00 ---- 3.00 ------ 3 Co12 Cap S3 11.90 5.00 0.375 A325 0.500 2 2 3.00 3.00 3 Co13 Cap S3 7.89 5.00 0.375 A325 0.500 2 2 3.00 3.00 3 S3 - Welded plate CONNECTION DESIGN: ------------------ -------------Column_Reactions(k )------------- ---Max_Comp--- --Max_Tension- ---Max_Shear-- Req --Thick_Req- Id Locate Ld Axial Shear Ld Axial Shear Ld Axial Shear Dia Plate Column Coll Cap 4 3.09 0.00 54 -1.04 1.13 8 -0.71 1.13 0.115 0.126 Co12 Cap 4 8.88 0.00 54 -3.12 3.59 8 -2.47 3.59 0.206 0.218 Co13 Cap 4 5.29 0.00 46 -1.68 1.31 8 -0.44 1.31 0.124 0.159 WELDS: -Top_Flange_To_Plate- Shear(k/in ) Id Size Typ Calc Limit Coll 0.188 F1 0.13 4.18 Co12 0.188 F1 0.39 4.18 Co13 0.188 F1 0.21 4.18 -Bot_Flange_To_Plate- Shear(k/in ) Size Typ Calc Limit 0.188 F1 0.13 4.18 0.188 F1 0.39 4.18 0.188 F1 0.21 4.18 LOAD COMBINATIONS: ------------------ 4 Dead+Collateral+MIN_SNOW 8 Dead+0.6Wind Leftl+0.6Wind Suction 46 0.6Dead+0.6Wind_Rightl+0.6Wind_Suction 54 0.6Dead+0.6Wind_Suction+0.6Wind_Long2 U24RO307A Wall 3 - Bypass Girt Layout GIRT LAYOUT: ------------ Des Bay Bay -Offset Design --- Extend-- -----Web_To_Plate---- Shear(k/in ) Size Typ Calc Limit 0.188 F1 0.15 2.78 0.188 F1 0.31 2.78 0.188 F1 0.17 2.78 5/ 7/24 10:20am ----Max_Load--- Locate Id Id Part 7.50 1 1 08ZO89 2 08ZO60 12.00 2 1 08ZO67 2 08ZO67 17.33 3 1 08ZO67 2 08ZO99 GIRT INSIDE FLANGE BRACE: ------------------------- No._Brace/Bay 1 2 2 2 U24RO307A GIRT LAYOUT: ------------ Bay Id Part 1 08ZO89 2 08ZO60 Start End Length Left Right Weight 0.00 20.00 19.67 0.00 4.44 102.7 0.00 20.00 19.67 4.44 0.00 69.2 0.00 20.00 19.67 0.00 4.44 69.2 0.00 20.00 19.67 4.44 0.00 69.2 0.00 20.00 19.67 0.00 4.44 69.2 0.00 20.00 19.67 4.44 0.00 102.7 WS - 0.6Wind Suction Wall 3 - Girt Design 1 (Locate 7.50) Design --Lap(ft)-- Locate Length Left Right 7.5000 19.67 4.44 7.5000 19.67 4.44 LOAD ID - 0.6Wind Pressure: --------------------------- Load No. Width Brace 6.00 2 4.00 2 Page 225 Of 330 Id UC Report Rot WS 0.98 Moment D WS 0.57 Moment D WS 0.93 Moment D WS 0.93 Moment D WS 0.96 Moment D WS 0.91 Moment D 5/ 7/24 10:20am Available Reduction Factor Weight Out In 102.7 0.00 0.00 69.2 0.00 0.00 171.9 GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 0.55 -0.57 -0.91 0.00 -2.05 7.41 0.29 3.55 2 0.67 0.45 -0.31 3.55 1.07 -0.96 13.46 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 RLap -0.57 8.5 0.07 MidS -2.05 2.33 0.88 RSup 0.28 -0.31 2 LLap 0.45 2.6 0.17 MidS -0.96 1.83 0.52 LSup 0.32 -0.12 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2------ ----------- Cb----------- Page 226 Of 330 Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 1 19.7 13.3 13.3 13.3 0.6 3.0 0.00 0.00 0.00-0.11 0.32 1.11 1.11 1.11 1.81 1.40 2 19.7 4.4 4.4 12.4 12.4 12.4 0.30 0.30 1.00 1.00 1.00 1.43 1.43 1.14 1.14 1.14 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) Bay Member--Member_Left_End(k )--Member_Right_End(k )- Id Part Calc Shear Bear UC Calc Shear Bear UC ------------ ----- ----- ----- ---- ----- ----- ----- ---- 1 08ZO89 0.24 2.65 2.80 0.09 2 08ZO60 0.16 2.65 1.89 0.09 LOAD ID - 0.6Wind Suction: --------------------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 -0.63 0.63 1.01 0.00 2.28 7.53 -0.33 -3.94 2 -0.74 -0.50 0.35 -3.94 -1.19 1.07 13.33 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 1 RLap 0.63 8.5 0.07 MidS 2.28 2.33 0.98 RSup 0.31 0.34 2 LLap -0.50 2.6 0.19 MidS 1.07 1.86 0.57 LSup 0.35 0.13 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 19.7 13.3 13.3 13.3 0.6 3.0 0.00 0.00 0.00-0.11 0.32 1.11 1.11 1.11 1.80 1.40 2 19.7 4.4 4.4 12.3 12.3 12.3 0.30 0.30 1.00 1.00 1.00 1.43 1.43 1.13 1.13 1.13 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) Bay Member--Member_Left_End(k )--Member_Right_End(k )- Id Part Calc Shear Bear UC Calc Shear Bear UC ------------ ----- ----- ----- ---- ----- ----- ----- ---- 1 08ZO89 2 08ZO60 0.18 2.65 1.89 0.09 0.26 2.65 2.80 0.10 Page 227 Of 330 LOAD ID - Seismic Pressure: --------------------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0.09 -0.10 -0.15 0.00 -0.34 7.41 0.05 0.60 2 0.11 0.08 -0.05 0.60 0.18 -0.16 13.46 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 1 RLap -0.10 8.5 0.01 MidS -0.34 2.33 0.15 RSup 0.05 -0.05 2 LLap 0.08 2.6 0.03 MidS -0.16 1.83 0.09 LSup 0.05 -0.02 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 1 19.7 13.3 13.3 13.3 1.1 3.0 0.00 0.00 0.00 1.00 0.32 1.11 1.11 1.11 2.25 1.40 2 19.7 4.4 4.4 12.4 12.4 12.4 0.30 0.30 1.00 1.00 1.00 1.43 1.43 1.14 1.14 1.14 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 Bay Member--Member_Left_End(k )--Member_Right_End(k )- Id Part Calc Shear Bear UC Calc Shear Bear UC ------------ ----- ----- ----- ---- ----- ----- ----- ---- 1 08ZO89 0.00 0.00 0.00 0.00 2 08ZO60 0.00 0.00 0.00 0.00 LOAD ID - Seismic Suction: --------------------------------------- GIRT ACTIONS: ---------Shear(k )-------- Bay Left Left Right Right Id Sup Lap Lap Sup --- ----- ----- ----- ----- 1 -0.09 0.10 0.15 2 -0.11 -0.08 0.05 Moment(f-k Left Left Mid -Span Right Right Sup ----- Lap Mom Loc ----- ----- ----- Lap Sup ----- ----- 0.00 0.34 7.41 -0.05 -0.60 -0.60 -0.18 0.16 13.46 0.00 Page 228 Of 330 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- 1 RLap ------ ----- ---- 0.10 8.5 0.01 ---- ------ ----- ---- MidS 0.34 2.33 0.15 ---- ---- RSup 0.05 ----- ----- 0.05 2 LLap -0.08 2.6 0.03 MidS 0.16 1.83 0.09 LSup 0.05 0.02 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 1 19.7 13.3 13.3 13.3 1.1 3.0 0.00 0.00 0.00 1.00 0.32 1.11 1.11 1.11 2.25 1.40 2 19.7 4.4 4.4 12.4 12.4 12.4 0.30 0.30 1.00 1.00 1.00 1.43 1.43 1.14 1.14 1.14 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 Bay Member--Member_Left_End(k )--Member_Right_End(k )- Id Part Calc Shear Bear UC Calc Shear Bear UC 1 08ZO89 0.00 0.00 0.00 0.00 2 08ZO60 0.00 0.00 0.00 0.00 DEFLECTION (Working Load): -------------------------- Span Wind -Pressure Wind -Suction Seis_Pressure Seis_Suction Id Calc Limit Calc Limit Calc Limit Calc Limit ---- ------ 1 -0.36 ----- 2.62 ------ ----- 0.40 2.62 ----- ----- -0.06 2.62 ----- 0.06 ----- 2.62 2 -0.08 2.62 0.09 2.62 -0.01 2.62 0.01 2.62 U24RO307A Wall 3 - Girt Design 2 (Locate 12.00) 5/ 7/24 10:20am GIRT LAYOUT: Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In ----------- 1 08ZO67 ------- ------ 12.0000 19.67 ---- ----- 4.44 ----- 4.92 ----- 2 ------ 77.3 ---- ---- 0.00 0.00 2 08ZO67 12.0000 19.67 4.44 4.92 2 77.3 0.00 0.00 154.6 LOAD ID - 0.6Wind Pressure: --------------------------------------- Page 229 Of 330 GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 0.42 -0.51 -0.78 0.00 -1.43 6.85 0.71 3.59 2 0.78 0.51 -0.42 3.59 0.71 -1.43 12.82 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 1 RLap -0.51 3.6 0.14 MidS -1.43 1.68 0.85 RSup 0.35 -0.24 2 LLap 0.51 3.6 0.14 MidS -1.43 1.68 0.85 LSup 0.35 -0.24 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 19.7 13.7 13.7 13.7 1.5 4.4 1.00 1.00 1.00 0.00 0.20 1.14 1.14 1.14 1.72 1.54 2 19.7 4.4 4.4 13.7 13.7 13.7 0.20 0.20 1.00 1.00 1.00 1.54 1.54 1.14 1.14 1.14 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) Bay Member--Member_Left_End(k )--Member_Right_End(k )- Id Part Calc Shear Bear UC Calc Shear Bear UC ------------ ----- ----- ----- ---- ----- ----- ----- ---- 1 08ZO67 0.20 2.65 2.11 0.10 2 08ZO67 0.20 2.65 2.11 0.10 LOAD ID - 0.6Wind Suction: --------------------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 -0.48 0.57 0.87 0.00 1.59 6.97 -0.80 -3.98 2 -0.87 -0.57 0.48 -3.98 -0.80 1.59 12.69 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 RLap 0.57 3.6 0.16 MidS 1.59 1.72 0.93 RSup 0.39 0.27 2 LLap -0.57 3.6 0.16 MidS 1.59 1.72 0.93 LSup 0.39 0.27 Page 230 Of 330 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 1 19.7 13.5 13.5 13.5 1.7 4.4 1.00 1.00 1.00-0.10 0.20 1.13 1.13 1.13 1.86 1.53 2 19.7 4.4 4.4 13.5 13.5 13.5 0.20 0.20 1.00 1.00 1.00 1.53 1.53 1.13 1.13 1.13 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 Bay Member--Member_Left_End(k )--Member_Right_End(k )- Id Part Calc Shear Bear UC Calc Shear Bear UC ------------ ----- ----- ----- ---- ----- ----- ----- ---- 1 08ZO67 0.22 2.65 2.11 0.11 2 08ZO67 0.22 2.65 2.11 0.11 LOAD ID - Seismic Pressure: --------------------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 0.07 -0.09 -0.13 0.00 -0.24 6.85 0.12 0.60 2 0.13 0.09 -0.07 0.60 0.12 -0.24 12.82 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 1 RLap -0.09 3.6 0.02 MidS -0.24 1.68 0.14 RSup 0.06 -0.04 2 LLap 0.09 3.6 0.02 MidS -0.24 1.68 0.14 LSup 0.06 -0.04 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 19.7 13.7 13.7 13.7 1.5 4.4 1.00 1.00 1.00 0.00 0.20 1.14 1.14 1.14 1.72 1.54 2 19.7 4.4 4.4 13.7 13.7 13.7 0.20 0.20 1.00 1.00 1.00 1.54 1.54 1.14 1.14 1.14 LAP BOLT SHEAR/BEARING: Page 231 Of 330 Bolt Size =0.500 (A307 ) Bay Member--Member_Left_End(k )--Member_Right_End(k )- Id Part Calc Shear Bear UC Calc Shear Bear UC 1 08ZO67 0.00 0.00 0.00 0.00 2 08ZO67 0.00 0.00 0.00 0.00 LOAD ID - Seismic Suction: --------------------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 -0.07 0.09 0.13 0.00 0.24 6.85 -0.12 -0.60 2 -0.13 -0.09 0.07 -0.60 -0.12 0.24 12.82 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 1 RLap 0.09 3.6 0.02 MidS 0.24 1.68 0.14 RSup 0.06 0.04 2 LLap -0.09 3.6 0.02 MidS 0.24 1.68 0.14 LSup 0.06 0.04 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 1 19.7 13.7 13.7 13.7 1.5 4.4 1.00 1.00 1.00 0.00 0.20 1.14 1.14 1.14 1.72 1.54 2 19.7 4.4 4.4 13.7 13.7 13.7 0.20 0.20 1.00 1.00 1.00 1.54 1.54 1.14 1.14 1.14 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 Bay Member--Member_Left_End(k )--Member_Right_End(k )- Id Part Calc Shear Bear UC Calc Shear Bear UC ------------ ----- ----- ----- ---- ----- ----- ----- ---- 1 08ZO67 0.00 0.00 0.00 0.00 2 08ZO67 0.00 0.00 0.00 0.00 DEFLECTION (Working Load): -------------------------- Span Wind -Pressure Wind -Suction Seis_Pressure Seis_Suction Id Calc Limit Calc Limit Calc Limit Calc Limit ---- ------ ----- ------ ----- ----- ----- ----- ----- Page 232 Of 330 1 -0.24 2.62 0.26 2.62 -0.04 2.62 0.04 2.62 2 -0.24 2.62 0.26 2.62 -0.04 2.62 0.04 2.62 U24RO307A Wall 3 - Girt Design 3 (Locate 17.33) 5/ 7/24 10:20am GIRT LAYOUT: Available Reduction Bay Design --Lap(ft)-- Load No. Factor Id Part Locate Length Left Right Width Brace Weight Out In 1 08ZO67 17.3330 19.67 4.44 5.66 2 77.3 0.00 0.00 2 08ZO99 17.3330 19.67 4.44 6.46 2 114.2 0.00 0.00 191.5 LOAD ID - 0.6Wind Pressure: --------------------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 0.47 -0.60 -0.92 0.00 -1.55 6.64 1.04 4.42 2 1.02 0.66 -0.57 4.42 0.70 -1.99 12.63 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 RLap -0.60 3.6 0.17 MidS -1.55 1.79 0.87 RSup 0.35 -0.24 2 LLap 0.66 10.8 0.06 MidS -1.99 2.39 0.83 LSup 0.30 -0.24 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 19.7 13.3 13.3 13.3 1.9 4.4 1.00 1.00 1.00 0.00 0.24 1.14 1.14 1.14 1.73 1.50 2 19.7 4.4 4.4 14.1 14.1 14.1 0.16 0.16 1.00 1.00 1.00 1.58 1.58 1.14 1.14 1.14 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) Bay Member--Member_Left_End(k )--Member_Right_End(k )- Id Part Calc Shear Bear UC Calc Shear Bear UC 1 08ZO67 0.20 2.65 2.11 0.10 2 08ZO99 0.30 2.65 3.12 0.11 Page 233 Of 330 LOAD ID - 0.6Wind Suction: --------------------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 -0.53 0.67 1.01 0.00 1.73 6.77 -1.16 -4.89 2 -1.12 -0.73 0.64 -4.89 -0.79 2.21 12.50 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 1 RLap 0.67 3.6 0.18 MidS 1.73 1.80 0.96 RSup 0.38 0.27 2 LLap -0.73 10.8 0.07 MidS 2.21 2.43 0.91 LSup 0.33 0.27 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 19.7 13.2 13.2 13.2 2.0 4.4 1.00 1.00 1.00-0.02 0.24 1.13 1.13 1.13 1.76 1.50 2 19.7 4.4 4.4 13.9 13.9 13.9 0.16 0.16 1.00 1.00 1.00 1.58 1.58 1.13 1.13 1.13 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) Bay Member--Member_Left_End(k )--Member_Right_End(k )- Id Part Calc Shear Bear UC Calc Shear Bear UC ------------ ----- ----- ----- ---- ----- ----- ----- ---- 1 08ZO67 0.22 2.65 2.11 0.11 2 08ZO99 0.33 2.65 3.12 0.12 LOAD ID - Seismic Pressure: --------------------------------------- GIRT ACTIONS: ---------Shear(k )-------- Bay Left Left Right Right Id Sup Lap Lap Sup --- ----- ----- ----- ----- 1 0.08 -0.10 -0.15 2 0.17 0.11 -0.10 Moment(f-k Left Left Mid -Span Right Right Sup ----- Lap Mom ----- ----- Loc ----- Lap ----- Sup ----- 0.00 -0.26 6.64 0.17 0.74 0.74 0.12 -0.33 12.63 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Page 234 Of 330 Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 1 RLap -0.10 3.6 0.03 MidS -0.26 1.79 0.15 RSup 0.06 -0.04 2 LLap 0.11 10.8 0.01 MidS -0.33 2.39 0.14 LLap 0.02 -0.04 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Moml/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 1 19.7 13.3 13.3 13.3 1.9 4.4 1.00 1.00 1.00 0.00 0.24 1.14 1.14 1.14 1.73 1.50 2 19.7 4.4 4.4 14.1 14.1 14.1 0.16 0.16 1.00 1.00 1.00 1.58 1.58 1.14 1.14 1.14 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 Bay Member--Member_Left_End(k )--Member_Right_End(k )- Id Part Calc Shear Bear UC Calc Shear Bear UC 1 08ZO67 0.00 0.00 0.00 0.00 2 08ZO99 0.00 0.00 0.00 0.00 LOAD ID - Seismic Suction: --------------------------------------- GIRT ACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 -0.08 0.10 0.15 0.00 0.26 6.64 -0.17 -0.74 2 -0.17 -0.11 0.10 -0.74 -0.12 0.33 12.63 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 1 RLap 0.10 3.6 0.03 MidS 0.26 1.79 0.15 RSup 0.06 0.04 2 LLap -0.11 10.8 0.01 MidS 0.33 2.39 0.14 LLap 0.02 0.04 UNBRACED LENGTHS: ----------------- Bay---------Minor---------- -------- Mom1/Mom2-------- ----------- Cb----------- Id Major LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 19.7 13.3 13.3 13.3 1.9 4.4 1.00 1.00 1.00 0.00 0.24 1.14 1.14 1.14 1.73 1.50 Page 235 Of 330 2 19.7 4.4 4.4 14.1 14.1 14.1 0.16 0.16 1.00 1.00 1.00 1.58 1.58 1.14 1.14 1.14 LAP BOLT SHEAR/BEARING: Bolt Size =0.500 (A307 ) Bay Member--Member_Left_End(k )--Member_Right_End(k )- Id Part Calc Shear Bear UC Calc Shear Bear UC 1 08ZO67 0.00 0.00 0.00 0.00 2 08ZO99 0.00 0.00 0.00 0.00 DEFLECTION (Working Load): -------------------------- Span Wind -Pressure Wind -Suction Seis_Pressure Seis_Suction Id Calc Limit Calc Limit Calc Limit Calc Limit ---- ------ 1 -0.24 ----- 2.62 ------ ----- 0.26 2.62 ----- -0.04 ----- 2.62 ----- 0.04 ----- 2.62 2 -0.24 2.62 0.27 2.62 -0.04 2.62 0.04 2.62 U24RO307A ---------------------------- Wall 3 - Door Jamb & Header Design ---------------------- 5/ 7/24 10:20am LAYOUT: Reduction Open Bay Load Factor Id Id Locate Part Length Width Weight Out In 8 1 JambL J08CO60 7.50 1.67 21.5 0.00 0.00 JambR J08CO60 7.50 1.67 21.5 0.00 0.00 STRENGTH/DEFLECTION: Open Load --Shear(k )---Moment(ft,f-k )- Mom+ Max Deflect(in) Id Member Id Calc Limit Loc Calc Limit Shear UC Calc Limit 8 JambL WP 0.08 2.61 3.75 -0.15 4.18 0.00 0.03 0.00 1.00 WS -0.09 2.61 3.75 0.16 4.14 0.00 0.04 0.00 1.00 SP 0.01 2.61 3.75 -0.02 4.18 0.00 0.01 0.00 1.00 SS -0.01 2.61 3.75 0.02 4.14 0.00 0.01 0.00 1.00 JambR WP 0.08 2.61 3.75 -0.15 4.18 0.00 0.03 0.00 1.00 WS -0.09 2.61 3.75 0.16 4.14 0.00 0.04 0.00 1.00 SP 0.01 2.61 3.75 -0.02 4.18 0.00 0.01 0.00 1.00 SS -0.01 2.61 3.75 0.02 4.14 0.00 0.01 0.00 1.00 WP - 0.6Wind_Pressure WS - 0.6Wind Suction SP - Seismic Pressure SS - Seismic Suction UNBRACED LENGTHS: ----------------- Open ---Minor--- Moml/Mom2----Cb--- Id ---- Member ------ Major ------ Out ----- In ----- Out ---- In ---- ---- Out ---- In Page 236 Of 330 8 JambL 7.50 7.50 7.50 1.00 1.00 1.14 1.14 JambR 7.50 7.50 7.50 1.00 1.00 1.14 1.14 JAMB/GIRT LAYOUT: ----------------- Bot Top Open Girt Girt Id Member (ft) (ft) Interior_Girt_Locations(ft) 8 JambL Base 7.50 JambR Base 7.50 JAMB/GIRT LOADING: ------------------ Support Jamb Open Load Reaction(k ) Load Id Member Id Bot Top (k/ft) Loads_At_Girt_Locations(k ) 8 JambL WP 0.08 0.08 -0.021 WS -0.09 -0.09 0.023 SP 0.01 0.01 -0.003 SS -0.01 -0.01 0.003 JambR WP 0.08 0.08 -0.021 WS -0.09 -0.09 0.023 SP 0.01 0.01 -0.003 SS -0.01 -0.01 0.003 JAMB MOMENTS: ------------- Open Load -Max(ft,f-k )- Id Member Id Locate Moment Moment_At_Girt_Locations(f-k ) 8 JambL WP 3.75 -0.15 WS 3.75 0.16 SP 3.75 -0.02 SS 3.75 0.02 JambR WP 3.75 -0.15 WS 3.75 0.16 SP 3.75 -0.02 SS 3.75 0.02 --------------- U24RO307A Wall 3 - Diagonal Bracing Design 5/ 7/24 10:20am PANEL SHEAR WITH NO BRACING: ---------------------------- Base ---Wind--- --Seismic- Length Load Calc Load Calc Limit ------ ---- ----- ---- ----- ------ 16.67 9 116.9 56 209.0 0.0 DIAGONAL BRACE LAYOUT: ---------------------- Bay Brace -Locate Bay Design Brace ------ Diag_Brace----- Id Start End Width Length Angle Type Size Part --- ----- ----- ----- ------ ----- ---- ------------- 1 0.00 20.00 19.33 27.82 46.0 R 0.625 RD05- 2 0.00 20.00 19.33 27.82 46.0 R 0.625 RD05- DIAGONAL BRACE STRENGTH: Page 237 Of 330 Bay Brace -Locate -----Wind(k )----- Id Start End Load Calc Limit 1 0.00 20.00 9 1.40 7.35 2 0.00 20.00 9 1.40 7.35 EW REACTION TO FRAME: --------------------- Bay Col----Wind_Max(k )---- Id Id Load Horz Horz(OP) 1 1 43 -0.63 0.65 1 2 9 0.97 1.01 2 2 43 -0.63 0.65 2 3 9 0.97 1.01 DEFLECTION AT RAFTER: --------------------- Wall Deflection(in) Height Wind Seismic ------ ------------ 19.0 0.02 0.11 ----Seismic(k )--- Max----KL/R--- Load Calc Limit UC Calc Limit 56 4.01 8.82 0.45 56 4.01 8.82 0.45 ---Seismic_Max(k )-- Load Horz Horz(OP) 55 -1.81 1.87 60 1.81 1.87 55 -1.81 1.87 60 1.81 1.87 Span/Deflect ----Wind--- --Seismic-- Calc Limit Calc Limit ----- ----- ----- ----- 999. 60. 999. 60. LOAD COMBINATIONS: ------------------ 9 Dead+0.6Wind_Rightl+0.6Wind_Pressure 43 0.6Dead+0.6Wind_Leftl+0.6Wind Pressure 55 1.16Dead+1.16Collateral+0.7Seismic L 56 1.16Dead+1.16Collateral+0.7Seismic R 60 0.44Dead+0.7Seismic R U24RO307A Wall 3 - Wall Panel Design PANEL DATA: Bay Rotation Panel Id Part Type Gage Yield Stiffness Height 2 RRW2680- RRW 26.00 80.0 0.44 24.93 MOMENTS & DEFLECTION: --------------------- Span Locate(ft) Id Start End Load ---- 1 ----- 4.00 ----- 7.50 ---- WP WS 2 7.50 12.00 WP WS 3 12.00 17.33 WP WS 5/ 7/24 10:20am -------------- Moment(ft-lb/ft)------------- Start Midspan End Max Deflect(in) Calc Limit Calc Limit Calc Limit UC Calc Limit ----- 0.0 ----- 113.3 ----- -12.0 ----- 138.3 ----- 27.0 ----- 113.3 ---- 0.24 ----- -0.01 ----- 0.47 0.0 113.3 16.0 113.3 -36.0 138.3 0.26 0.02 0.47 27.0 113.3 -16.3 138.3 18.5 113.3 0.24 -0.03 0.60 -36.0 138.3 21.7 113.3 -24.7 138.3 0.26 0.04 0.60 18.5 113.3 -8.3 138.3 83.9 113.3 0.74 0.02 0.71 -24.7 138.3 11.1 113.3 -111.8 138.3 0.81 -0.03 0.71 4 17.33 24.93 WP 83.9 113.3 -72.9 138.3 WS -111.8 138.3 97.2 113.3 Page 238 Of 330 0.0 113.3 0.74 -0.44 1.01 0.0 113.3 0.86 0.59 1.01 WP - 0.6Wind Pressure WS - 0.6Wind Suction U24RO307A Wall 3 - Panel Zones ---------------------------------------- ---------------------------------------- PANEL: Tensile Thick Yield Strength Part (in) (ksi ) (ksi ) -------- -------------------- RRW2680- 0.018 80.00 61.50 GIRT SCREWS: ------------ Dia Washer Limit Part (in) (in) (k ) -------- ----- ------ ----- H1045 0.22 0.44 2.80 PANEL ZONE LAYOUT: ------------------ 5/ 7/24 10:20am --Girt(ft,ft,in)-- Panel Zone ---- Wall(ft)--- Bay Load Min Span Id Description Offsetl Offset2 Id Locate Width Thick (ft) ---- 1 ------------- Interior ------- 4.00 ------- 36.00 --- 2 ------ 17.33 ----- 6.46 ----- 0.060 ----- 7.59 2 Lt Edge 0.00 4.00 1 7.50 6.00 0.067 7.50 3 Rt Edge 36.00 40.00 2 17.33 6.46 0.060 7.59 GIRT SCREW CHECK: Screw Wind--------Limit(k )------- Zone Space Suction Load Girt Panel Screw Max Id (ft) (psf ) (k ) Pullout Pullover Tension UC ---- ------------ --------------------------- ---- 1 1.00 16.66 0.11 0.26 0.24 0.75 0.45 2 1.00 20.49 0.12 0.29 0.24 0.75 0.52 3 1.00 20.49 0.13 0.26 0.24 0.75 0.56 U24RO307A Wall 3 - Weight Summary 5/ 7/24 10:20am Columns = 736.47 Rafters = 1043.60 Girts = 518.00 Framed Openings = 43.08 Bracing = 99.31 Clips = 19.80 Total Weight = 2460.27 Page 239 Of 330 U24R0307A Wall 3 - Warning Summary 5/ 7/24 10:20am .. No Warnings Page 240 Of 330 *U24R0307A Roof Design Input 5/ 7/24 10:20am *---------- --------------------------------------------------------------------- ------------------------------------------------------------------------------- *( 1)JOBID: 'U24R0307A' *( 2)PROGRAM OPTIONS: * Run Run Run Lap * Purlin Panel Brace Stiff 'Y' 'Y' 'Y' 1.00 *( 3)DESIGN CODE: *Design --- Steel -Code --- ---Build--- Code Seismic * Code Cold Hot Country Code Year Label Zone 'WS' 'NAUS16 ' 'AISC16' ' ----' 'IBC ' 121' 'IBC 21 ' 'D ' *( 4)DESIGN CONSTANTS: * --- Strength -Factor --- * ------Stress-Ratio ------ ---Seismic--- * Purlin Panel Wind Frame Wind Frame Brace 1.0000 1.00 1.00 1.000 1.000 1.200 *( 5)STEEL YIELDS: * Web Flg C_Sec W_Sec R_Sec P_Sec T_Sec U_Sec EP BP 55.0 55.0 55.0 55.0 50.0 42.0 46.0 50.0 55.0 55.0 *( 6)DEFLECTION LIMITS: *------Purlin----- ----Extension--- - Wind Frame *Live Wind Total Live Wind Total Wind Seis 150.0 150.0 150.0 150.0 150.0 120.0 60.0 40.0 Gable Ext---- Facia ---Panel--- Facia Live Wind Total Girt Live Wind Panel 75.0 75.0 60.0 90.0 180.0 180.0 90.0 *( 7)REPORTS: * Input Roof Eave Roof Cable Roof * Echo Purlin Strut Panel Brace Open 'Y' 'Y' 'Y' 'Y' 12' 'Y' *( 8)BUILDING LAYOUT: * L_Expand_EW R_Expand _EW Column *Type Width Length Use Offset Use Offset Opt 'FF-' 40.0000 100.0000 'N ' 0.000 'N ' 0.000 '-' *( 9)WALL LAYOUT: * -------Wall------- * No. Id Use Type Opt Start Length Open 5 1 'LEFT ' '-' '-' 0.0000 40.0000 'N' 2 'FRONT '-' '-' 0.0000 100.0000 'N' 3 'RIGHT ' '-' '-' 0.0000 40.0000 'N' 4 'BACK '-' '-' 0.0000 100.0000 'N' 5 'ROOF ' '-' '-' 0.0000 100.0000 'N' *(10)SURFACE SHAPE: * No. X_Coord Y_Coord Opt 3 0.0000 25.0000 40.0000 21.6667 40.0000 0.0000 '-' Page 241 Of 330 *(11)WALL BAY SPACING: * Wall No. ---Bay_Set--- * Id Sets Width Quan 1 1 20.0000 2 2 5 20.0000 1 20.0000 1 20.0000 1 20.0000 1 20.0000 1 3 1 20.0000 2 4 5 20.0000 1 20.0000 1 20.0000 1 20.0000 1 20.0000 1 5 5 20.0000 1 20.0000 1 20.0000 1 20.0000 1 20.0000 1 *(12)WALL OPENINGS: * Wall Bay * Id No. Id Offset Width HeightL HeightR Type Option 1 2 1 4.0000 12.0000 14.0000 14.0000 3 'N' 2 3.0000 3.3333 7.1667 7.1667 1 'N' 2 5 1 4.0000 12.0000 19.0833 19.0833 3 'N' 2 4.0000 12.0000 19.0833 19.0833 3 'N' 3 4.0000 12.0000 19.0833 19.0833 3 'N' 4 4.0000 12.0000 19.0833 19.0833 3 'N' 5 4.0000 12.0000 19.0833 19.0833 3 'N' 3 1 1 13.6667 3.3333 7.1667 7.1667 1 'N' 4 10 1 4.0000 12.0000 14.0000 14.0000 5 'N' 1 4.0000 12.0000 20.4167 20.4167 3 'N' 2 4.0000 12.0000 20.4167 20.4167 3 'N' 2 4.0000 12.0000 14.0000 14.0000 5 'N' 3 4.0000 12.0000 14.0000 14.0000 5 'N' 3 4.0000 12.0000 20.4167 20.4167 3 'N' 4 4.0000 12.0000 14.0000 14.0000 5 'N' 4 4.0000 12.0000 20.4167 20.4167 3 'N' 5 4.0000 12.0000 20.4167 20.4167 3 'N' 5 4.0000 12.0000 14.0000 14.0000 5 'N' *(13)PARTIAL WALLS/ WIDE OPENINGS: *Wall Set -Of --Bay-Id -- ----Offset---- Total Full _Load * Id Bays Id Use Start End Start End Height Weight Girt Col 1 1 1 'P' 1 1 0.0000 0.0000 4.0000 0.0 'N' 'Y' 2 0 3 1 2 'P' 2 2 0.0000 0.0000 4.0000 0.0 'N' 'Y' 4 1 3 'P' 1 5 0.0000 0.0000 4.0000 0.0 'N' TV *(14)JACK BEAM LAYOUT: *--Bay-Id- No. Id Start End Offset Height 0 *(15)SURFACE EXTENSION/FRAME RECESS: * Surf ---SurfExt--- Frame Recess * Id Left Right Left Right 2 0.0000 0.0000 1.0000 1.0000 Page 242 Of 330 *(16)ENDWALL COLUMN/RAFTER: *Wall L Column R Column * Id Type Rot Type Rot Rafter 1 'R' 'N' 'R' 'N' 'W12x26 ' 3 'R' 'N' 'R' 'N' 'W12x26 ' *(17)PURLINS: * Surf Purlin--Flange_Strap-- Set * Id Type Offset Project Out In Space Depth 2 'ZB' 0.000 0.000 'y' 'y' 9.0000 0.000 *(18)PURLIN SPACING: * Surf Space Peak Max Set No.-Purlin_Set- * Id Opt Space Space Space Sets Space Quan 2 '-' 0.0000 5.0000 0.0000 3 2.000 1 4.500 8 2.139 1 *(19)PURLIN SIZE: *Surf Show * Id Id No. Part 2 0 0 *(20)REPLACEMENT PURLINS: * Surf Bay *No. Id Id Id Part 5 2 1 1 108Z105' 2 2 1 108Z105' 2 3 1 108Z105' 2 4 1 108Z105' 2 5 1 108Z105' *(21)EAVE STRUT: *Wall * Id Type Rot Opt 2 'EO' 'I' '-' 4 'EO' 'I' '-' *(22)WALL GIRT: *Wall Girt Girt * Id Type Part 1 'ZB' 108ZO60 ' 2 'ZB' 108CO60 ' 3 'ZB' 108ZO60 ' 4 'ZB' 108ZO60 ' ----Set_Lap--- Ext Int 0.0000 0.0000 No. Part 5 '08E099' '08E099' '08E099' '08E099' '08E099' 5 '08HE099' '08HE099' '08HE099' '08HE099' '08HE099' Offset Proj 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 *(23)GUTTER/SOLDIER COLUMN: *Wall --Gutter-- Soldier —Opt * Id Use Width Rafter Brace 2 TV 0.000 '-' '-' 4 'N' 0.000 '-' '-' *(24)PANELS: * Wall ---- Roof —Panel --- ----------- Standing —Seam ----------- -Panel_Extend- * Panel Part Start Type Height Seam Type Clamp Front Back IRRW2680-' 'CFR24- 10.0000 'TF' 4.500 '---------------' 'N' 0.000 0.000 *(25)LINER PANELS: Page 243 Of 330 *--Bay_Id- Flange *No. Start End Part Opt 0 *(26)INSULATION: * Use Thick Part 'O' 6.000 ' ' *(27)ROOF BRACING OPTIONS: * ----- L EW Brace To Frame----- ----- R EW Brace To Frame ----- *Panel Diagonal Left —Bay Right —Bay Left —Bay Right —Bay *Shear Bracing Opt Part Opt Part Opt Part Opt Part 'N' 'y ' 'X' 'RD05- ' 'X' 'RD05- ' 'X' 'RD05- ' 'X' 'RD05- ' *(28)ROOF DIAGONAL BRACING: * Max —Pan Brace Each User —Selected —Roof —Bays * Shear Type EW No. Bay_Id 9999 'R' 'L' 3 1 3 5 0 *(29)ROOF BRACING ATTACHMENT: *Wall * Id No. Location 1 3 0.0000 20.0000 40.0000 3 3 0.0000 20.0000 40.0000 *(30)WALL/INTERIOR BRACING OPTIONS: * -----------Order—Of—Selection ----------- • Wall Panel Diagonal Wind Wind Weak —Axis Brace * Id Shear Bracing Bent Column Bending Option Height 2 'N' 'y ' 'N' 'N' 'N' '--' 0.0000 4 'N' 'N ' 'y' 'N' 'N' '--' 0.0000 5 'N' 'N ' 'N' 'N' 'N' '--' 0.0000 *(31)SIDEWALL DIAGONAL BRACING: * Wall Max —Pan User —Selected —SW —Bays * Id Shear Type No. Bay_Id 2 0.0 'R2' 1 3 4 0.0 'R' 0 *(32)WIND BENTS: *Wall Member Column Rafter No. Bay Column Rafter * Id Type Depth Depth Bay Id Part Part 2 'W' 0.00 0.00 0 4 'W' 0.00 0.00 1 3 'W2225050' 'W2619050' 5 'W' 0.00 0.00 0 *(33)WIND COLUMNS: *Wall Member Left/ * Id Type Depth Part No. Bay_Id Right 2 'W' 0.00 0 4 'W' 0.00 '--------' 0 5 'W' 0.00 0 *(34)WALL BRACING ATTACHMENT: *Wall --Bay_Id-- No. ----Level---- * Id No. Id Start End Elev Connect Option Level Height Strut 2 1 1 1 5 0.000 'F' 0 1 21.6667 'E' 4 1 2 1 5 0.000 'F' 0 2 14.0000 'G' 25.0000 'E' Page 244 Of 330 *(35)INTERIOR DIAGONAL BRACING: * Attach User_Selected_Int_Bays *No. Offset Type No. Bay_Id 0 *(36)INTERIOR BRACING ATTACHMENT: *--Bay_Id-- No. *No. Offset Start End Elev Level Level_Height 0 *(37)EXTENSION LAYOUT: * Ext Wall--Bay_Id- Frame *No. Id Id Type Opt Mount Start End Opt 1 1 4 TEE' '-' 'F' 1 5 --Edge_Extend-- End -Option End -Support Left Right Left Right Left Right 0.0000 0.0000 '-' '-' '-' '-' *(38)EXTENSION SIZE: *Ext ----Horizontal-Size ---- ---------Vertical Size-------- --Orient-- *Id Height Width Slope Elev Height Slope Project Beam Panel 1 25.0000 3.0000 -1.000 0.0000 0.0000 0.000 0.000 '-' '-' *(39)EXTENSION PURLINS: * Ext--Flange_Strap-- Set----Set_Lap--- Peak Max Set *No. Id Loc Type Out In Space Depth Ext Int Space Space Space 1 1 'R' 'ZF' 'Y' 'Y' 9.0000 0.000 0.0000 0.0000 0.0000 2.0000 0.0000 *(40)EXTENSION EAVE STRUTS/GUTTERS: * Ext ---- Eave---- --Gutter-- *No. Id Type Rot Opt Use Width 1 1 'CF' 'O' '-' 'N' 0.000 *(41)EXTENSION PANELS: * Ext - Standing -Seam *No. Id Loc Part Rot Space Type Height Seam Type Clamp 2 1 'R' 'CFR24- ' 'N' 0.0000 'TF' 4.500 '---------------' 'N' 1 'S' IRRS2680-' 'N' 0.0000 '--' 0.000 '---------------' 'N' *(42)EXTENSION BRACING: * Ext Run Max -Pan ---Wind--- ---Seis--- Brace User_ Selected_ Bays *No. Id Brace Shear Group Load Group Load Type No. Bay_Id 1 1 'N' 9999 '-' 1.38 '-' 1.65 '--' 0 *(43)WALL BASE ELEVATION/DEAD: *Wall Base Wall Seis --%_Open-- * Id Elev Dead Opt Seis Wind 1 0.00 4.50 'Y' 0.00 0.00 2 0.00 4.50 'Y' 0.00 0.00 3 0.00 4.50 'Y' 0.00 0.00 4 0.00 7.00 'Y' 0.00 0.00 5 0.00 12.50 'Y' 0.00 0.00 *(44)LOAD GROUPS: * Group *No. Id Description 1 '-' 'Standard ' *(45)ROOF BASIC LOADS: Page 245 Of 330 * ------ Deflection ------ Wall Seismic *Group Dead Coll Live Snow Rain Basic Load -Ratio Bent --Friction-- Edge Ld_Rat * Id Load Load Load Load Load Wind Snow Wind Seis Seis Wind Coef Zone Factor '-' 4.00 5.00 20.00 19.25 0.00 23.73 1.00 0.60 1.00 1.00 23.73 0.0000 4.000 1.1200 *(46)WIND PRESSURE/SUCTION: *Group Wind Wind Wind * Id Press Suct Suct Roof '-' 16.00 -30.38 Purlins '-' 16.00 -30.38 Interior Roof Panels '-' 13.77 -2.61 -21.11 Long Bracing, Wall Interior Zone '-' 18.75 -5.93 Long Bracing, Wall Edge Zone '-' 35.60 -23.73 18.99 Long Bracing, Facia/Parapet *(47)EXTENSION BASIC LOADS: ------- Pur in Win-------- --------Panel-Wind -------- *Group Ext Attach -Beam Facia -Beam Attach Beam Facia Beam * Id Id Dead Coll Live Snow Drift Slide Rain Press Suct Press Suct Press Suct Press Suct '-' 1 10.00 0.00 20.00 25.00 0.00 0.00 0.00 16.00 -40.78 0.00 0.00 16.00 -59.59 0.00 0.00 *(48)ROOF EDGE & CORNER ZONES: *Group Wind Surf No Zone --- Purlin--- ---Panel---- Screw * Id Id Id Zone Id Width Length Press Suct Press Suct Suct '-' 1 2 9 1 0.0000 0.0000 1.00 1.00 1.00 1.00 1.00 . Interior 3 0.0000 8.0000 1.00 1.31 1.00 1.39 1.39 . Edge -Left 4 4.9896 0.0000 1.00 1.31 1.00 1.39 1.39 . Edge -Top 5 0.0000 8.0000 1.00 1.31 1.00 1.39 1.39 . Edge_Right 6 4.0000 0.0000 1.00 1.08 1.00 1.16 1.16 . Edge -Bottom 7 4.9896 16.0000 1.00 1.39 1.00 2.17 2.17 . Corner -Top -Left 8 4.9896 16.0000 1.00 1.39 1.00 2.17 2.17 . Corner -Top -Right 9 8.0000 8.0000 1.00 1.08 1.00 1.55 1.55 . Corner -Bottom -Right 10 8.0000 8.0000 1.00 1.08 1.00 1.55 1.55 . Corner -Bottom -Left '-' 2 2 1 1 0.0000 0.0000 1.00 1.00 1.00 1.00 1.00 . Interior *(49)ROOF EDGE & CORNER ZONES - LONGITUDINAL: * EW *Group Wind Surf No Zone Purlin * Id Id Id Zone Id Width Length Suct '-' 1 2 1 1 0.0000 0.0000 1.00 Interior '-' 2 2 1 1 0.0000 0.0000 1.00 Interior *(50)EXTENSION EDGE ZONES: Page 246 Of 330 * Group Ext No. Zone --- Purlin-- ---Panel--- Screw *No. Id Id Orn Zone Id Length Press Suct Press Suct Suct 1 '-' 1 'H' 3 1 0.0000 1.00 1.00 1.00 1.00 1.00 2 16.0000 1.00 1.15 1.00 1.39 1.39 3 16.0000 1.00 1.15 1.00 1.39 1.39 *(51)PURLIN LOAD COMBINATIONS - STRENGTH: *Surf Load Group -Add -Snow- ---Windt--- ---Wind2--- Long_Wind Aux -Load * Id No. Id Id Dead Coll Live Snow Drift Slide Rain Press Suct Press Suct EW1 EW2 Id Coef 2 22 1 '-' 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 2 '-' 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 3 '-' 1.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 4 '-' 1.00 1.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 5 '-' 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 6 '-' 1.00 1.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 7 '-' 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0 0.00 8 '-' 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0 0.00 9 '-' 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 10 '-' 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 11 '-' 1.00 1.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 12 '-' 1.00 1.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 13 '-' 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0 0.00 14 '-' 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0 0.00 15 '-' 1.00 1.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4 1.00 16 '-' 1.00 1.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5 1.00 17 '-' 1.00 1.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6 1.00 18 '-' 1.00 1.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7 1.00 19 '-' 1.00 1.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 1.00 20 '-' 1.00 1.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3 1.00 21 '-' 1.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 -1.00 22 '-' 1.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3 -1.00 *(52)PURLIN LOAD COMBINATIONS - DEFLECTION: *Surf Load Group -Add -Snow- ---Windt--- ---Wind2--- Long_Wind Aux -Load * Id No. Id Id Dead Coll Live Snow Drift Slide Rain Press Suct Press Suct Page 247 Of 330 EW1 EW2 Id Coef 2 8 23 '-' 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 24 '-' 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 25 '-' 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 26 '-' 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 27 '-' 1.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 28 '-' 1.00 1.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 29 '-' 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0 0.00 30 '-' 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0 0.00 *(53)BRACING LOAD COMBINATIONS - STRENGTH: * Load Group -Add -Snow- Long_Wind Aux _Load * No. Id Id Dead Coll Live Snow Drift Slide Rain EW1 EW2 Seis Id Coef 11 1 '-' 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 2 '-' 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0 0.00 3 '-' 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 4 '-' 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0 0.00 5 '-' 1.00 1.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 6 '-' 1.00 1.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0 0.00 7 '-' 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 8 '-' 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0 0.00 9 '-' 1.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 10 '-' 1.12 1.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0 0.00 11 '-' 0.44 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 *(54)BRACING LOAD COMBINATIONS - DEFLECTION: * Load Group -Add -Snow- Long_Wind Aux _Load * No. Id Id Dead Coll Live Snow Drift Slide Rain EW1 EW2 Seis Id Coef 11 12 '-' 1.00 1.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0 0.00 13 '-' 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0 0.00 14 '-' 1.00 1.00 0.75 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0 0.00 15 '-' 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0 0.00 16 '-' 1.00 1.00 0.00 0.75 0.00 0.00 0.00 1.00 0.00 0.00 0 0.00 17 '-' 1.00 1.00 0.00 0.75 0.00 0.00 0.00 0.00 1.00 0.00 0 0.00 18 '-' 0.60 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0 0.00 19 '-' 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0 0.00 20 '-' 1.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 21 '-' 1.12 1.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0 0.00 22 '-' 0.44 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 *(55)EXTENSION LOAD COMBINATIONS - STRENGTH: * Load Group -Add -Snow- Wind Wind * No. Id Id Dead Coll Live Snow Drift Slide Rain Press Suct 13 1 '-' 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 '-' 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 3 '-' 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 4 '-' 1.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 5 '-' 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 6 '-' 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 7 '-' 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 8 '-' 1.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 9 '-' 1.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 Page 248 Of 330 10 '-' 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 11 '-' 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 12 '-' 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 13 '-' 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 *(56)EXTENSION LOAD COMBINATIONS - DEFLECTION: * Load Group -Add -Snow- Wind Wind * No. Id Id Dead Coll Live Snow Drift Slide Rain Press Suct 6 14 '-' 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 15 '-' 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 16 '-' 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 17 '-' 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 18 '-' 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 19 '-' 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 *(57)PANEL LOAD COMBINATIONS - STRENGTH: * Load Group -Add -Snow- --- Windl--- ---Wind2--- Aux_Load * No. Id Id Dead Coll Live Snow Drift Slide Rain Press Suct Press Suct Id Coef 14 1 '-' 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 2 '-' 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 3 '-' 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 4 '-' 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 5 '-' 1.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 6 '-' 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 7 '-' 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 8 '-' 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 9 '-' 1.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 10 '-' 1.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 11 '-' 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 12 '-' 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 13 '-' 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 14 '-' 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 *(58)PANEL LOAD COMBINATIONS - DEFLECTION: * Load Group -Add -Snow- ---Windt--- ---Wind2--- Aux_Load * No. Id Id Dead Coll Live Snow Drift Slide Rain Press Suct Press Suct Id Coef 5 15 '-' 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 16 '-' 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 17 '-' 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 Page 249 Of 330 18 '-' 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0 0.00 19 '-' 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0 0.00 *(59)AUXILIARY LOADS: * No. Add Add Load * No. Id Name Combs Id Coef 7 1 'MIN SNOW 1 1 1.00 2 'PAT_SL_l 1 2 0.50 3 'PAT SL 2 1 6 0.50 4 'PAT SL 3 2 2 0.50 3 0.50 5 'PAT SL 4 2 3 0.50 4 0.50 6 'PAT SL 5 2 4 0.50 5 0.50 7 'PAT SL_6 2 5 0.50 6 0.50 *(60)ADDITIONAL LOADS: * Add Group Surf Basic Load Load F D ----Surface---- * No. Id Id Id Load Type Orn Wl W2 D1 D2 Start End 6 1 '-' 2 'U_SNOW' 'D ' 'T' -25.0 -25.0 0.0000 40.1386 0.0000 100.0000 2 '-' 0 'U_SNOW' 'D ' 'L' -19.3 -19.3 0.0000 20.0000 0.0000 0.0000 3 '-' 0 'U SNOW' 'D ' 'L' -19.3 -19.3 20.0000 40.0000 0.0000 0.0000 4 '-' 0 'U SNOW' 'D ' 'L' -19.3 -19.3 40.0000 60.0000 0.0000 0.0000 5 '-' 0 'U SNOW' 'D ' 'L' -19.3 -19.3 60.0000 80.0000 0.0000 0.0000 6 '-' 0 'U_SNOW' 'D ' 'L' -19.3 -19.3 80.0000 100.0000 0.0000 0.0000 *(61)PURLIN LAPS: *Surf Data -------Set-1 ------- -------Set-2 ------- -------Set 3------- * Id Opt Sets Left Right Quan Left Right Quan Left Right Quan 2 '-' 0 *(62)PURLIN LAPS: Extensions *Ext Data -------Set-1 ------- -------Set-2 ------- -------Set 3------- * Id Opt Sets Left Right Quan Left Right Quan Left Right Quan 1 -' 0 *(63)PURLIN STRAPS: * No. * Opt Bay Straps/Bay '-' 7 0 2 1 1 1 2 0 *(64)PURLIN STRAPS: Extensions *Ext No. * Id Bay Straps/Bay 1 0 *(65)PANEL SCREWS: * No. Washer *Zone Locate Id Zone Part 1 'WALL ' 0 'BASE' 'H1045 ' Page 250 Of 330 Dia Limit Dia ------- Spacing ------ 0.216 2.800 0.438 12.000 6.000 0.000 *(66)EXPANSION JOINTS: *No. Expansion —Location 0 *(67)ADDED PURLINS: * Surf--Bay_Id-- *No. Id Id Start End 4 1 2 1 1 2 2 5 5 3 2 1 1 4 2 5 5 *(68)PURLIN SYSTEMS: Surface —Offset- ---Support--- Start End Opt Locate 0.0000 8.0000 '-' 0.0000 0.0000 8.0000 '-' 0.0000 32.1386 40.1386 '-' 0.0000 32.1386 40.1386 '-' 0.0000 *Surf Added Purlins * Id No. Id No. Id 2 2 1 0 2 4 1 2 3 4 *(69)ROOF OPENING LAYOUT: * -Location- Frame --Surface-- ---- Ba y---- *No. Id Use Id Opt Type Id Offset Id Offset Width Length Ref Dist 0 *(70)ROOF OPENING FRAMING: *Open Jamb Head ----Support---- Panel Load * Id Type Type Type Opt Depth Opt Load Opt *(71)WALL LIGHT PANELS: * Wall ---Bay-----Light_Panel- * No. Id Id Offset Length Offset Quan 0 *(72)WEAK AXIS RIGID FRAMES: * ---Frame-- Interior Column *No. Line Type No. Locate 0 *AUXILIARY LOAD DESCRIPTIONS: * Aux * Id Description * 1 Minimum snow load * 2 Pattern snow load * 3 Pattern snow load * 4 Pattern snow load * 5 Pattern snow load * 6 Pattern snow load * 7 Pattern snow load * *ADDITIONAL LOAD DESCRIPTIONS: * Add * Id Description * 1 Minimum snow load surface 2 * 2 Pattern snow load bay 1 * 3 Pattern snow load bay 2 * 4 Pattern snow load bay 3 * 5 Pattern snow load bay 4 Page 251 Of 330 * 6 Pattern snow load bay 5 * * Code files used: * IBC.21 * ROOFIBC.21 Version 4.5 U24RO307A Design Code 5/ 7/24 1:24pm STRUCTURAL CODE: ---------------- Design Basis : WS - Working Stress Hot Rolled Steel : AISC16 Cold Formed Steel : NAUS16 BUILDING CODE: -------------- Wind Code IBC 21 Seismic Zone D MODULUS OF ELASTICITY: ---------------------- Hot Rolled Steel : 29000 (ksi ) Cold Formed Steel : 29500 (ksi ) U24RO307A Purlin Layout(Surface 2) 5/ 7/24 1:24pm PURLIN SYSTEM COMBINATIONS: --------------------------- System -------Purlin------ Added-Purlin Total Show ------ Max _UC------ Id Depth Row Weight Row Weight Weight Report Purlin Panel Table ------ 1 ----- 8.0 ---------- 9 2907.9 ---------- 0 0.0 ------- 2907.9 ------ ------ ----- ----- Y 0.99 0.21 2 8.0 9 2907.9 6 344.6 3252.5 0.99 0.21 SURFACE LAYOUT: ---------------- Surface No. Peak Id Length Row Space 2 40.139 9 2.139 PURLIN LOCATION: ---------------- Purlin Surf Load Dead Show ------Max-Load ------ Id Offset Space Width Load Report Id UC Report Notes ------ 1 ------ 2.000 ----- 2.000 ----- 3.250 ----- ------ 0.99 --- 4 ---- 0.34 --------- ------ Mom,Shr R 2 6.500 4.500 4.500 0.72 Y 4 0.99 Mom,Shr 3 11.000 4.500 4.500 0.72 4 0.99 Mom,Shr 4 15.500 4.500 4.500 0.72 4 0.99 Mom,Shr 5 20.000 4.500 4.500 0.72 4 0.99 Mom,Shr 6 24.500 4.500 4.500 0.72 4 0.99 Mom,Shr 7 29.000 4.500 4.500 0.72 4 0.99 Mom,Shr 8 33.500 4.500 4.500 0.72 4 0.99 Mom,Shr 9 38.000 4.500 3.319 0.97 4 0.73 Mom,Shr 40.139 2.139 Average= 0.76 Page 252 Of 330 R - Revised design/detailing Bay Design ---Lap(ft)-- No. Unit Total Id Part Length Left Right Strap Weight Weight ---- LExt -------- 08ZO60 ------ 1.00 ----- ----- ----- 0 ------ 2.9 ------ 25.8 1 08ZO60 19.00 1.94 2 60.1 541.2 2 08ZO60 20.00 1.94 1.19 1 66.4 597.7 3 08ZO60 20.00 1.19 1.19 1 64.3 578.3 4 08ZO60 20.00 1.19 1.94 1 66.4 597.7 5 08ZO60 19.00 1.94 2 60.1 541.2 RExt 08ZO60 1.00 0 2.9 25.8 Total(lb)= 323.1 2907.9 REVISED PURLINS: Purlin Surf Bay Bay -Offset ----Lap---- Id Offset Id Start End Part Opt Left Right ------ 1 ------ 2.00 --- 1 ----- 0.00 ----- 20.00 -------- 08Z105 --- R ----- 0.00 ----- 1.94 1 2.00 2 0.00 20.00 08Z105 R 1.94 1.19 1 2.00 3 0.00 20.00 08Z105 R 1.19 1.19 1 2.00 4 0.00 20.00 08Z105 R 1.19 1.94 1 2.00 5 0.00 20.00 08Z105 R 1.94 0.00 R - Revised design/detailing LOAD COMBINATIONS: ------------------ 4 - Dead+Collateral+MIN SNOW U24RO307A Purlin(Surface 2, Id 2) 5/ 7/24 1:24pm ------------------------------ ROOF PURLIN Surface Id = 2 Purlin Id = 2 ------------------------------ Offset = 6.50 LAYOUT (Purlin Id= 2): ----------------------- Available Design Reduction Bay Length ---Lap(ft)-- Load No. Factor ----Max_Load---- Id Part (ft) Left Right Width Strap Out In Id UC Report ---- LExt -------- 08ZO60 ------ 1.00 ----- ----- ----- 4.50 ----- 0 ---- ---- 0.00 0.00 --- 4 ---- 0.06 ------- Mom+Shr 1 08ZO60 19.00 1.94 4.50 2 0.00 0.00 4 0.93 Mom+Shr 2 08ZO60 20.00 1.94 1.19 4.50 1 0.00 0.00 4 0.99 Mom,Shr 3 08ZO60 20.00 1.19 1.19 4.50 1 0.00 0.00 4 0.87 Mom+Shr 4 08ZO60 20.00 1.19 1.94 4.50 1 0.00 0.00 4 0.99 Mom,Shr 5 08Z060 19.00 1.94 RExt 08ZO60 1.00 Page 253 Of 330 4.50 2 0.00 0.00 4 0.93 Mom+Shr 4.50 0 0.00 0.00 4 0.06 Mom+Shr LOAD ID 1 - Dead+Collateral: ------------------------------ REACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.04 0.00 0.01 0.50 0.02 1 0.29 -0.40 -0.48 0.02 -1.03 7.22 0.92 1.77 2 0.42 0.35 -0.33 -0.38 1.77 1.02 -0.47 10.53 0.92 1.34 3 0.40 0.36 -0.36 -0.40 1.34 0.89 -0.67 10.00 0.89 1.34 4 0.38 0.33 -0.35 -0.42 1.34 0.92 -0.47 9.47 1.02 1.77 5 0.48 0.40 -0.29 1.77 0.92 -1.03 11.78 0.02 RExt 0.04 0.00 0.02 0.01 0.50 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit LExt RSup -0.04 2.61 0.02 RSup 0.02 4.33 0.00 LSup 0.00 0.04 1 RLap -0.40 2.61 0.15 MidS -1.03 4.23 0.24 RLap 0.25 -0.21 2 LLap 0.35 2.61 0.13 LLap 1.02 3.90 0.26 LLap 0.25 -0.05 3 RLap -0.36 2.61 0.14 RLap 0.89 3.94 0.23 RLap 0.23 -0.13 4 RLap -0.35 2.61 0.13 RLap 1.02 3.90 0.26 RLap 0.25 -0.05 5 LLap 0.40 2.61 0.15 MidS -1.03 4.23 0.24 LLap 0.25 -0.21 RExt LSup 0.04 2.61 0.02 LSup 0.02 4.33 0.00 LSup 0.00 0.04 UNBRACED LENGTH: Bay Major ------- Minor(ft)-------- -------- Moml/Mom2------- ----------- Cb----------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup ---- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- LExt 1.0 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 19.0 6.3 6.3 6.3 2.7 1.9-0.02-0.02 0.43 0.00 0.52 1.37 1.37 1.11 1.74 1.25 2 20.0 1.9 3.8 5.3 3.5 1.2 0.58 0.00 0.00 0.00 0.68 1.21 1.81 1.23 1.80 1.15 3 20.0 1.2 3.0 5.8 3.0 1.2 0.66 0.00 0.00 0.00 0.66 1.16 1.77 1.30 1.77 1.16 4 20.0 1.2 3.5 5.3 3.8 1.9 0.68 0.00 0.00 0.00 0.58 1.15 1.80 1.23 1.81 1.21 5 19.0 1.9 2.7 6.3 6.3 6.3 0.52 0.00 0.43-0.02-0.02 1.25 1.74 1.11 1.37 1.37 RExt 1.0 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307 ) Bay Member --Member_Left_End(k )--Member_Right_End(k )- Id Part Calc Shear Bear UC Calc Shear Bear UC 1 08Z060 0.23 2.65 1.89 0.12 Page 254 Of 330 2 08ZO60 0.23 2.65 1.89 0.12 3 08ZO60 0.28 2.65 1.89 0.15 4 08ZO60 0.28 2.65 1.89 0.15 5 08ZO60 0.23 2.65 1.89 0.12 LOAD ID 2 - Dead+Collateral+Live: ----------------------------------- 0.28 2.65 1.89 0.15 0.28 2.65 1.89 0.15 0.23 2.65 1.89 0.12 REACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup LExt 0.00 -0.13 0.00 0.02 0.50 0.06 1 0.94 -1.28 -1.53 0.06 -3.32 7.22 2.96 5.68 2 1.37 1.11 -1.08 -1.23 5.68 3.28 -1.51 10.53 2.95 4.32 3 1.30 1.14 -1.14 -1.30 4.32 2.87 -2.17 10.00 2.87 4.32 4 1.23 1.08 -1.11 -1.37 4.32 2.95 -1.51 9.47 3.28 5.68 5 1.53 1.28 -0.94 5.68 2.96 -3.32 11.78 0.06 RExt 0.13 0.00 0.06 0.02 0.50 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit LExt RSup -0.13 2.61 0.05 RSup 0.06 4.33 0.01 RSup 0.05 0.14 1 RLap -1.28 2.61 0.49 MidS -3.32 4.23 0.78 RLap 0.79 -0.68 2 LLap 1.11 2.61 0.43 LLap 3.28 3.90 0.84 LLap 0.81 -0.17 3 LLap 1.14 2.61 0.44 LLap 2.87 3.94 0.73 LLap 0.74 -0.41 4 RLap -1.11 2.61 0.43 RLap 3.28 3.90 0.84 RLap 0.81 -0.17 5 LLap 1.28 2.61 0.49 MidS -3.32 4.23 0.78 LLap 0.79 -0.68 RExt LSup 0.13 2.61 0.05 LSup 0.06 4.33 0.02 LSup 0.05 0.14 UNBRACED LENGTH: Bay Major ------- Minor(ft)-------- -------- Moml/Mom2------- ----------- Cb----------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup ---- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- LExt 1.0 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 19.0 6.3 6.3 6.3 2.7 1.9-0.02-0.02 0.43 0.00 0.52 1.37 1.37 1.11 1.74 1.25 2 20.0 1.9 3.8 5.3 3.5 1.2 0.58 0.00 0.00 0.00 0.68 1.21 1.81 1.23 1.80 1.15 3 20.0 1.2 3.0 5.8 3.0 1.2 0.66 0.00 0.00 0.00 0.66 1.16 1.77 1.30 1.77 1.16 4 20.0 1.2 3.5 5.3 3.8 1.9 0.68 0.00 0.00 0.00 0.58 1.15 1.80 1.23 1.81 1.21 5 19.0 1.9 2.7 6.3 6.3 6.3 0.52 0.00 0.43-0.02-0.02 1.25 1.74 1.11 1.37 1.37 RExt 1.0 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307 ) Bay Member--Member_Left_End(k )--Member_Right_End(k )- Id Part Calc Shear Bear UC Calc Shear Bear UC Page 255 Of 330 ---- 1 -------- 08ZO60 ----- ----- ----- ---- ----- 0.73 ----- 2.65 ----- 1.89 ---- 0.39 2 08ZO60 0.73 2.65 1.89 0.39 0.91 2.65 1.89 0.48 3 08Z060 0.91 2.65 1.89 0.48 0.91 2.65 1.89 0.48 4 08ZO60 0.91 2.65 1.89 0.48 0.73 2.65 1.89 0.39 5 08Z060 0.73 2.65 1.89 0.39 LOAD ID 3 - Dead+Collateral+Snow: ----------------------------------- REACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup LExt 0.00 -0.13 0.00 0.02 0.50 0.06 1 0.91 -1.24 -1.49 0.06 -3.23 7.22 2.89 5.53 2 1.33 1.09 -1.05 -1.20 5.53 3.19 -1.47 10.53 2.87 4.21 3 1.26 1.11 -1.11 -1.26 4.21 2.79 -2.11 10.00 2.79 4.21 4 1.20 1.05 -1.09 -1.33 4.21 2.87 -1.47 9.47 3.19 5.53 5 1.49 1.24 -0.91 5.53 2.89 -3.23 11.78 0.06 RExt 0.13 0.00 0.06 0.02 0.50 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.13 2.61 0.05 RSup 0.06 4.33 0.01 RSup 0.05 0.14 1 RLap -1.24 2.61 0.48 MidS -3.23 4.23 0.76 RLap 0.77 -0.66 2 LLap 1.09 2.61 0.42 LLap 3.19 3.90 0.82 LLap 0.79 -0.16 3 LLap 1.11 2.61 0.43 LLap 2.79 3.94 0.71 LLap 0.72 -0.40 4 RLap -1.09 2.61 0.42 RLap 3.19 3.90 0.82 RLap 0.79 -0.16 5 LLap 1.24 2.61 0.48 MidS -3.23 4.23 0.76 LLap 0.77 -0.66 RExt LSup 0.13 2.61 0.05 LSup 0.06 4.33 0.01 LSup 0.05 0.14 UNBRACED LENGTH: Bay Major ------- Minor(ft)-------- -------- Moml/Mom2------- ----------- Cb----------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1.0 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 19.0 6.3 6.3 6.3 2.7 1.9-0.02-0.02 0.43 0.00 0.52 1.37 1.37 1.11 1.74 1.25 2 20.0 1.9 3.8 5.3 3.5 1.2 0.58 0.00 0.00 0.00 0.68 1.21 1.81 1.23 1.80 1.15 3 20.0 1.2 3.0 5.8 3.0 1.2 0.66 0.00 0.00 0.00 0.66 1.16 1.77 1.30 1.77 1.16 4 20.0 1.2 3.5 5.3 3.8 1.9 0.68 0.00 0.00 0.00 0.58 1.15 1.80 1.23 1.81 1.21 5 19.0 1.9 2.7 6.3 6.3 6.3 0.52 0.00 0.43-0.02-0.02 1.25 1.74 1.11 1.37 1.37 RExt 1.0 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307 ) Page 256 Of 330 Bay Member --Member_Left_End(k )- -Member_Right_End(k )- Id Part Calc Shear Bear UC Calc Shear Bear UC 1 08ZO60 0.71 2.65 1.89 0.38 2 08ZO60 0.71 2.65 1.89 0.38 0.89 2.65 1.89 0.47 3 08ZO60 0.89 2.65 1.89 0.47 0.89 2.65 1.89 0.47 4 08ZO60 0.89 2.65 1.89 0.47 0.71 2.65 1.89 0.38 5 08ZO60 0.71 2.65 1.89 0.38 LOAD ID 4 - Dead+Collateral+MIN SNOW: --------------------------------------- REACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.15 0.00 0.02 0.50 0.08 1 1.10 -1.50 -1.79 0.08 -3.89 7.22 3.47 6.66 2 1.60 1.31 -1.26 -1.44 6.66 3.84 -1.76 10.53 3.46 5.06 3 1.52 1.34 -1.34 -1.52 5.06 3.36 -2.54 10.00 3.36 5.06 4 1.44 1.26 -1.31 -1.60 5.06 3.46 -1.76 9.47 3.84 6.66 5 1.79 1.50 -1.10 6.66 3.47 -3.89 11.78 0.08 RExt 0.15 0.00 0.08 0.02 0.50 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.15 2.61 0.06 RSup 0.08 4.33 0.02 RSup 0.06 0.16 1 RLap -1.50 2.61 0.57 MidS -3.89 4.23 0.92 RLap 0.93 -0.80 2 LLap 1.31 2.61 0.50 LLap 3.84 3.90 0.99 LLap 0.95 -0.20 3 LLap 1.34 2.61 0.51 LLap 3.36 3.94 0.85 LLap 0.87 -0.48 4 RLap -1.31 2.61 0.50 RLap 3.84 3.90 0.99 RLap 0.95 -0.20 5 LLap 1.50 2.61 0.57 MidS -3.89 4.23 0.92 LLap 0.93 -0.80 RExt LSup 0.15 2.61 0.06 LSup 0.08 4.33 0.02 LSup 0.06 0.16 UNBRACED LENGTH: Bay Major ------- Minor(ft)-------- -------- Moml/Mom2------- ----------- Cb----------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1.0 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 19.0 6.3 6.3 6.3 2.7 1.9-0.02-0.02 0.43 0.00 0.52 1.37 1.37 1.11 1.74 1.25 2 20.0 1.9 3.8 5.3 3.5 1.2 0.58 0.00 0.00 0.00 0.68 1.21 1.81 1.23 1.80 1.15 3 20.0 1.2 3.0 5.8 3.0 1.2 0.66 0.00 0.00 0.00 0.66 1.16 1.77 1.30 1.77 1.16 4 20.0 1.2 3.5 5.3 3.8 1.9 0.68 0.00 0.00 0.00 0.58 1.15 1.80 1.23 1.81 1.21 5 19.0 1.9 2.7 6.3 6.3 6.3 0.52 0.00 0.43-0.02-0.02 1.25 1.74 1.11 1.37 1.37 RExt 1.0 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Page 257 Of 330 Bolt = 0.500 (A307 ) Bay Member --Member_Left_End(k )- -Member_Right_End(k )- Id Part Calc Shear Bear UC Calc Shear Bear UC 1 08Z060 0.86 2.65 1.89 0.45 2 08ZO60 0.86 2.65 1.89 0.45 1.07 2.65 1.89 0.56 3 08ZO60 1.07 2.65 1.89 0.56 1.07 2.65 1.89 0.56 4 08Z060 1.07 2.65 1.89 0.56 0.86 2.65 1.89 0.45 5 08ZO60 0.86 2.65 1.89 0.45 LOAD ID 5 - Dead+Collateral+0.75Live: --------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id ---- Sup ----- Lap ----- Lap ----- Sup ----- Sup ----- Lap ----- Mom Loc ----- ----- Lap ----- Sup ----- LExt 0.00 -0.11 0.00 0.01 0.50 0.05 1 0.78 -1.06 -1.26 0.05 -2.75 7.22 2.45 4.70 2 1.13 0.92 -0.89 -1.02 4.70 2.71 -1.25 10.53 2.44 3.57 3 1.07 0.95 -0.95 -1.07 3.57 2.37 -1.80 10.00 2.37 3.57 4 1.02 0.89 -0.92 -1.13 3.57 2.44 -1.25 9.47 2.71 4.70 5 1.26 1.06 -0.78 4.70 2.45 -2.75 11.78 0.05 RExt 0.11 0.00 0.05 0.01 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit LExt RSup -0.11 2.61 0.04 RSup 0.05 4.33 0.01 RSup 0.04 0.11 1 RLap -1.06 2.61 0.41 MidS -2.75 4.23 0.65 RLap 0.65 -0.56 2 LLap 0.92 2.61 0.35 LLap 2.71 3.90 0.70 LLap 0.67 -0.14 3 LLap 0.95 2.61 0.36 LLap 2.37 3.94 0.60 LLap 0.62 -0.34 4 RLap -0.92 2.61 0.35 RLap 2.71 3.90 0.70 RLap 0.67 -0.14 5 LLap 1.06 2.61 0.41 MidS -2.75 4.23 0.65 LLap 0.65 -0.56 RExt LSup 0.11 2.61 0.04 LSup 0.05 4.33 0.01 LSup 0.04 0.11 UNBRACED LENGTH: Bay Major ------- Minor(ft)-------- -------- Moml/Mom2------- ----------- Cb----------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup ---- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- LExt 1.0 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 19.0 6.3 6.3 6.3 2.7 1.9-0.02-0.02 0.43 0.00 0.52 1.37 1.37 1.11 1.74 1.25 2 20.0 1.9 3.8 5.3 3.5 1.2 0.58 0.00 0.00 0.00 0.68 1.21 1.81 1.23 1.80 1.15 3 20.0 1.2 3.0 5.8 3.0 1.2 0.66 0.00 0.00 0.00 0.66 1.16 1.77 1.30 1.77 1.16 4 20.0 1.2 3.5 5.3 3.8 1.9 0.68 0.00 0.00 0.00 0.58 1.15 1.80 1.23 1.81 1.21 5 19.0 1.9 2.7 6.3 6.3 6.3 0.52 0.00 0.43-0.02-0.02 1.25 1.74 1.11 1.37 1.37 RExt 1.0 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Page 258 Of 330 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307 ) Bay Member --Member_Left_End(k )- -Member_Right_End(k )- Id Part Calc Shear Bear UC Calc Shear Bear UC 1 08ZO60 0.61 2.65 1.89 0.32 2 08Z060 0.61 2.65 1.89 0.32 0.75 2.65 1.89 0.40 3 08ZO60 0.75 2.65 1.89 0.40 0.75 2.65 1.89 0.40 4 08Z060 0.75 2.65 1.89 0.40 0.61 2.65 1.89 0.32 5 08Z060 0.61 2.65 1.89 0.32 LOAD ID 6 - Dead+Collateral+0.75Snow: --------------------------------------- REACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.10 0.00 0.01 0.50 0.05 1 0.76 -1.03 -1.24 0.05 -2.68 7.22 2.40 4.59 2 1.10 0.90 -0.87 -0.99 4.59 2.65 -1.22 10.53 2.38 3.49 3 1.05 0.92 -0.92 -1.05 3.49 2.32 -1.75 10.00 2.32 3.49 4 0.99 0.87 -0.90 -1.10 3.49 2.38 -1.22 9.47 2.65 4.59 5 1.24 1.03 -0.76 4.59 2.40 -2.68 11.78 0.05 RExt 0.10 0.00 0.05 0.01 0.50 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit LExt RSup -0.10 2.61 0.04 RSup 0.05 4.33 0.01 RSup 0.04 0.11 1 RLap -1.03 2.61 0.40 MidS -2.68 4.23 0.63 RLap 0.64 -0.55 2 LLap 0.90 2.61 0.35 LLap 2.65 3.90 0.68 LLap 0.65 -0.14 3 LLap 0.92 2.61 0.35 LLap 2.32 3.94 0.59 LLap 0.60 -0.33 4 RLap -0.90 2.61 0.35 RLap 2.65 3.90 0.68 RLap 0.65 -0.14 5 LLap 1.03 2.61 0.40 MidS -2.68 4.23 0.63 LLap 0.64 -0.55 RExt LSup 0.10 2.61 0.04 LSup 0.05 4.33 0.01 LSup 0.04 0.11 UNBRACED LENGTH: Bay Major ------- Minor(ft)-------- -------- Moml/Mom2------- ----------- Cb----------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup ---- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- LExt 1.0 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 19.0 6.3 6.3 6.3 2.7 1.9-0.02-0.02 0.43 0.00 0.52 1.37 1.37 1.11 1.74 1.25 2 20.0 1.9 3.8 5.3 3.5 1.2 0.58 0.00 0.00 0.00 0.68 1.21 1.81 1.23 1.80 1.15 3 20.0 1.2 3.0 5.8 3.0 1.2 0.66 0.00 0.00 0.00 0.66 1.16 1.77 1.30 1.77 1.16 4 20.0 1.2 3.5 5.3 3.8 1.9 0.68 0.00 0.00 0.00 0.58 1.15 1.80 1.23 1.81 1.21 5 19.0 1.9 2.7 6.3 6.3 6.3 0.52 0.00 0.43-0.02-0.02 1.25 1.74 1.11 1.37 1.37 Page 259 Of 330 RExt 1.0 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307 ) Bay Member --Member_Left_End(k )- -Member_Right_End(k )- Id Part Calc Shear Bear UC Calc Shear Bear UC ---- 1 -------- 08ZO60 ----- ----- ----- ---- ----- 0.59 ----- ----- 2.65 1.89 ---- 0.31 2 08ZO60 0.59 2.65 1.89 0.31 0.73 2.65 1.89 0.39 3 08ZO60 0.73 2.65 1.89 0.39 0.73 2.65 1.89 0.39 4 08ZO60 0.73 2.65 1.89 0.39 0.59 2.65 1.89 0.31 5 08ZO60 0.59 2.65 1.89 0.31 LOAD ID 7 - Dead+0.6Wind Pressurel: ------------------------------------- REACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup LExt 0.00 -0.06 0.00 0.01 0.50 0.03 1 0.44 -0.60 -0.72 0.03 -1.56 7.22 1.40 2.68 2 0.64 0.53 -0.51 -0.58 2.68 1.55 -0.71 10.53 1.39 2.03 3 0.61 0.54 -0.54 -0.61 2.03 1.35 -1.02 10.00 1.35 2.03 4 0.58 0.51 -0.53 -0.64 2.03 1.39 -0.71 9.47 1.55 2.68 5 0.72 0.60 -0.44 2.68 1.40 -1.56 11.78 0.03 RExt 0.06 0.00 0.03 0.01 0.50 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit LExt RSup -0.06 2.61 0.02 RSup 0.03 4.33 0.01 LSup 0.00 0.07 1 RLap -0.60 2.61 0.23 MidS -1.56 4.23 0.37 RLap 0.37 -0.32 2 LLap 0.53 2.61 0.20 LLap 1.55 3.90 0.40 LLap 0.38 -0.08 3 LLap 0.54 2.61 0.21 LLap 1.35 3.94 0.34 LLap 0.35 -0.19 4 RLap -0.53 2.61 0.20 RLap 1.55 3.90 0.40 RLap 0.38 -0.08 5 LLap 0.60 2.61 0.23 MidS -1.56 4.23 0.37 LLap 0.37 -0.32 RExt LSup 0.06 2.61 0.02 LSup 0.03 4.33 0.01 LSup 0.00 0.07 UNBRACED LENGTH: Bay Major ------- Minor(ft)-------- -------- Moml/Mom2------- ----------- Cb----------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup ---- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- LExt 1.0 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 19.0 6.3 6.3 6.3 2.7 1.9-0.02-0.02 0.43 0.00 0.52 1.37 1.37 1.11 1.74 1.25 2 20.0 1.9 3.8 5.3 3.5 1.2 0.58 0.00 0.00 0.00 0.68 1.21 1.81 1.23 1.80 1.15 3 20.0 1.2 3.0 5.8 3.0 1.2 0.66 0.00 0.00 0.00 0.66 1.16 1.77 1.30 1.77 1.16 4 20.0 1.2 3.5 5.3 3.8 1.9 0.68 0.00 0.00 0.00 0.58 1.15 1.80 1.23 1.81 1.21 Page 260 Of 330 5 19.0 1.9 2.7 6.3 6.3 6.3 0.52 0.00 0.43-0.02-0.02 1.25 1.74 1.11 1.37 1.37 RExt 1.0 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307 ) Bay Member --Member_Left_End(k )- -Member_Right_End(k )- Id Part Calc Shear Bear UC Calc Shear Bear UC ---- 1 -------- 08ZO60 ----- ----- ----- ---- ----- 0.35 ----- ----- 2.65 1.89 ---- 0.18 2 08ZO60 0.35 2.65 1.89 0.18 0.43 2.65 1.89 0.23 3 08ZO60 0.43 2.65 1.89 0.23 0.43 2.65 1.89 0.23 4 08ZO60 0.43 2.65 1.89 0.23 0.35 2.65 1.89 0.18 5 08ZO60 0.35 2.65 1.89 0.18 LOAD ID 8 - Dead+0.6Wind Suctionl: ------------------------------------ REACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup LExt 0.00 0.09 0.00 -0.01 0.50 -0.05 1 -0.62 0.71 0.85 -0.05 2.05 6.80 -1.64 -3.15 2 -0.73 -0.60 0.56 0.64 -3.15 -1.87 0.73 10.67 -1.53 -2.24 3 -0.68 -0.60 0.60 0.68 -2.24 -1.47 1.18 10.00 -1.47 -2.24 4 -0.64 -0.56 0.60 0.73 -2.24 -1.53 0.73 9.33 -1.87 -3.15 5 -0.85 -0.71 0.62 -3.15 -1.64 2.05 12.20 -0.05 RExt -0.09 0.00 -0.05 -0.01 0.50 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup 0.09 2.61 0.03 RSup -0.05 4.56 0.01 LSup 0.00 -0.09 1 RLap 0.71 2.61 0.27 MidS 2.05 3.74 0.55 RLap 0.44 0.42 2 LLap -0.60 2.61 0.23 LLap -1.87 4.78 0.39 LLap 0.45 0.06 3 RLap 0.60 2.61 0.23 RLap -1.47 4.78 0.31 RLap 0.39 0.23 4 RLap 0.60 2.61 0.23 RLap -1.87 4.78 0.39 RLap 0.45 0.06 5 LLap -0.71 2.61 0.27 MidS 2.05 3.74 0.55 LLap 0.44 0.42 RExt LSup -0.09 2.61 0.03 LSup -0.05 4.56 0.01 LSup 0.00 -0.09 UNBRACED LENGTH: Bay Major ------- Minor(ft)-------- -------- Moml/Mom2------- ----------- Cb----------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1.0 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 19.0 6.3 6.3 6.3 2.6 1.9-0.02-0.02 0.41 0.00 0.52 1.35 1.35 1.14 1.74 1.25 2 20.0 1.9 4.1 5.3 3.5 1.2 0.59 0.00 0.00 0.00 0.68 1.20 1.83 1.21 1.81 1.15 3 20.0 1.2 2.9 5.9 2.9 1.2 0.66 0.00 0.00 0.00 0.66 1.16 1.77 1.30 1.77 1.16 Page 261 Of 330 4 20.0 1.2 3.5 5.3 4.1 1.9 0.68 0.00 0.00 0.00 0.59 1.15 1.81 1.21 1.83 1.20 5 19.0 1.9 2.6 6.3 6.3 6.3 0.52 0.00 0.41-0.02-0.02 1.25 1.74 1.14 1.35 1.35 RExt 1.0 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307 ) Bay Member--Member_Left_End(k )--Member_Right_End(k )- Id Part Calc Shear Bear UC Calc Shear Bear UC 1 08ZO60 0.41 2.65 1.89 0.22 2 08ZO60 0.41 2.65 1.89 0.22 0.47 2.65 1.89 0.25 3 08ZO60 0.47 2.65 1.89 0.25 0.47 2.65 1.89 0.25 4 08ZO60 0.47 2.65 1.89 0.25 0.41 2.65 1.89 0.22 5 08ZO60 0.41 2.65 1.89 0.22 LOAD ID 9 - Dead+Collateral+0.75Live+0.45Wind Pressurel: ---------------------------------------------------------- REACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.14 0.00 0.02 0.50 0.07 1 1.01 -1.38 -1.65 0.07 -3.58 7.22 3.19 6.12 2 1.47 1.20 -1.16 -1.32 6.12 3.53 -1.62 10.53 3.18 4.65 3 1.40 1.23 -1.23 -1.40 4.65 3.09 -2.34 10.00 3.09 4.65 4 1.32 1.16 -1.20 -1.47 4.65 3.18 -1.62 9.47 3.53 6.12 5 1.65 1.38 -1.01 6.12 3.19 -3.58 11.78 0.07 RExt 0.14 0.00 0.07 0.02 0.50 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.14 2.61 0.05 RSup 0.07 4.33 0.02 RSup 0.06 0.15 1 RLap -1.38 2.61 0.53 MidS -3.58 4.23 0.85 RLap 0.85 -0.73 2 LLap 1.20 2.61 0.46 LLap 3.53 3.90 0.91 LLap 0.87 -0.18 3 LLap 1.23 2.61 0.47 LLap 3.09 3.94 0.78 LLap 0.80 -0.44 4 RLap -1.20 2.61 0.46 RLap 3.53 3.90 0.91 RLap 0.87 -0.18 5 LLap 1.38 2.61 0.53 MidS -3.58 4.23 0.85 LLap 0.85 -0.73 RExt LSup 0.14 2.61 0.05 LSup 0.07 4.33 0.02 LSup 0.06 0.15 UNBRACED LENGTH: Bay Major ------- Minor(ft)-------- -------- Moml/Mom2------- ----------- Cb----------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1.0 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 19.0 6.3 6.3 6.3 2.7 1.9-0.02-0.02 0.43 0.00 0.52 1.37 1.37 1.11 1.74 1.25 2 20.0 1.9 3.8 5.3 3.5 1.2 0.58 0.00 0.00 0.00 0.68 1.21 1.81 1.23 1.80 1.15 Page 262 Of 330 3 20.0 1.2 3.0 5.8 3.0 1.2 0.66 0.00 0.00 0.00 0.66 1.16 1.77 1.30 1.77 1.16 4 20.0 1.2 3.5 5.3 3.8 1.9 0.68 0.00 0.00 0.00 0.58 1.15 1.80 1.23 1.81 1.21 5 19.0 1.9 2.7 6.3 6.3 6.3 0.52 0.00 0.43-0.02-0.02 1.25 1.74 1.11 1.37 1.37 RExt 1.0 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307 ) Bay Member --Member_Left_End(k )- -Member_Right_End(k )- Id Part Calc Shear Bear UC Calc Shear Bear UC 1 08Z060 0.79 2.65 1.89 0.42 2 08Z060 0.79 2.65 1.89 0.42 0.98 2.65 1.89 0.52 3 08ZO60 0.98 2.65 1.89 0.52 0.98 2.65 1.89 0.52 4 08Z060 0.98 2.65 1.89 0.52 0.79 2.65 1.89 0.42 5 08ZO60 0.79 2.65 1.89 0.42 LOAD ID 10 - Dead+Collateral+0.75Live+0.45Wind Suctionl: --------------------------------------------------------- REACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.03 0.00 0.00 0.50 0.01 1 0.22 -0.39 -0.47 0.01 -0.88 7.82 0.91 1.75 2 0.44 0.36 -0.36 -0.41 1.75 0.97 -0.54 10.35 0.99 1.45 3 0.43 0.38 -0.38 -0.43 1.45 0.97 -0.69 10.00 0.97 1.45 4 0.41 0.36 -0.36 -0.44 1.45 0.99 -0.54 9.65 0.97 1.75 5 0.47 0.39 -0.22 1.75 0.91 -0.88 11.18 0.01 RExt 0.03 0.00 0.01 0.00 0.50 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit LExt RSup -0.03 2.61 0.01 RSup 0.01 4.33 0.00 LSup 0.00 0.04 1 RLap -0.39 2.61 0.15 RLap 0.91 3.96 0.23 RLap 0.24 -0.18 2 RLap -0.36 2.61 0.14 RLap 0.99 3.92 0.25 RLap 0.25 -0.07 3 LLap 0.38 2.61 0.14 LLap 0.97 3.94 0.25 LLap 0.25 -0.13 4 LLap 0.36 2.61 0.14 LLap 0.99 3.92 0.25 LLap 0.25 -0.07 5 LLap 0.39 2.61 0.15 LLap 0.91 3.96 0.23 LLap 0.24 -0.18 RExt LSup 0.03 2.61 0.01 LSup 0.01 4.33 0.00 LSup 0.00 0.04 UNBRACED LENGTH: Bay Major ------- Minor(ft)-------- -------- Moml/Mom2------- ----------- Cb----------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup ---- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- LExt 1.0 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 19.0 6.3 6.3 6.3 2.8 1.9-0.02-0.02 0.46 0.00 0.52 1.43 1.43 1.09 1.76 1.25 Page 263 Of 330 2 20.0 1.9 3.4 5.4 3.4 1.2 0.56 0.00 0.00 0.00 0.68 1.23 1.79 1.26 1.80 1.15 3 20.0 1.2 3.1 5.7 3.1 1.2 0.67 0.00 0.00 0.00 0.67 1.16 1.78 1.30 1.78 1.16 4 20.0 1.2 3.4 5.4 3.4 1.9 0.68 0.00 0.00 0.00 0.56 1.15 1.80 1.26 1.79 1.23 5 19.0 1.9 2.8 6.3 6.3 6.3 0.52 0.00 0.46-0.02-0.02 1.25 1.76 1.09 1.43 1.43 RExt 1.0 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307 ) Bay Member --Member_Left_End(k )- -Member_Right_End(k )- Id Part Calc Shear Bear UC Calc Shear Bear UC ---- 1 -------- 08ZO60 ----- ----- ----- ---- ----- 0.23 ----- ----- 2.65 1.89 ---- 0.12 2 08ZO60 0.23 2.65 1.89 0.12 0.30 2.65 1.89 0.16 3 08ZO60 0.30 2.65 1.89 0.16 0.30 2.65 1.89 0.16 4 08ZO60 0.30 2.65 1.89 0.16 0.23 2.65 1.89 0.12 5 08ZO60 0.23 2.65 1.89 0.12 LOAD ID 11 - Dead+Collateral+0.75Snow+0.45Wind Pressurel: ---------------------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup LExt 0.00 -0.14 0.00 0.02 0.50 0.07 1 0.99 -1.35 -1.62 0.07 -3.51 7.22 3.14 6.01 2 1.44 1.18 -1.14 -1.30 6.01 3.47 -1.59 10.53 3.12 4.57 3 1.37 1.21 -1.21 -1.37 4.57 3.03 -2.30 10.00 3.03 4.57 4 1.30 1.14 -1.18 -1.44 4.57 3.12 -1.59 9.47 3.47 6.01 5 1.62 1.35 -0.99 6.01 3.14 -3.51 11.78 0.07 RExt 0.14 0.00 0.07 0.02 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit LExt RSup -0.14 2.61 0.05 RSup 0.07 4.33 0.02 RSup 0.05 0.15 1 RLap -1.35 2.61 0.52 MidS -3.51 4.23 0.83 RLap 0.84 -0.72 2 LLap 1.18 2.61 0.45 LLap 3.47 3.90 0.89 LLap 0.86 -0.18 3 RLap -1.21 2.61 0.46 RLap 3.03 3.94 0.77 RLap 0.79 -0.43 4 RLap -1.18 2.61 0.45 RLap 3.47 3.90 0.89 RLap 0.86 -0.18 5 LLap 1.35 2.61 0.52 MidS -3.51 4.23 0.83 LLap 0.84 -0.72 RExt LSup 0.14 2.61 0.05 LSup 0.07 4.33 0.02 LSup 0.05 0.15 UNBRACED LENGTH: Bay Major ------- Minor(ft)-------- -------- Moml/Mom2------- ----------- Cb----------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup ---- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- LExt 1.0 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Page 264 Of 330 1 19.0 6.3 6.3 6.3 2.7 1.9 -0.02-0.02 0.43 0.00 0.52 1.37 1.37 1.11 1.74 1.25 2 20.0 1.9 3.8 5.3 3.5 1.2 0.58 0.00 0.00 0.00 0.68 1.21 1.81 1.23 1.80 1.15 3 20.0 1.2 3.0 5.8 3.0 1.2 0.66 0.00 0.00 0.00 0.66 1.16 1.77 1.30 1.77 1.16 4 20.0 1.2 3.5 5.3 3.8 1.9 0.68 0.00 0.00 0.00 0.58 1.15 1.80 1.23 1.81 1.21 5 19.0 1.9 2.7 6.3 6.3 6.3 0.52 0.00 0.43-0.02-0.02 1.25 1.74 1.11 1.37 1.37 RExt 1.0 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307 ) Bay Member --Member_Left_End(k )- -Member_Right_End(k )- Id Part Calc Shear Bear UC Calc Shear Bear UC ---- 1 -------- 08ZO60 ----- ----- ----- ---- ----- 0.78 ----- ----- 2.65 1.89 ---- 0.41 2 08ZO60 0.78 2.65 1.89 0.41 0.96 2.65 1.89 0.51 3 08ZO60 0.96 2.65 1.89 0.51 0.96 2.65 1.89 0.51 4 08ZO60 0.96 2.65 1.89 0.51 0.78 2.65 1.89 0.41 5 08ZO60 0.78 2.65 1.89 0.41 LOAD ID 12 - Dead+Collateral+0.75Snow+0.45Wind Suctionl: --------------------------------------------------------- REACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup LExt 0.00 -0.02 0.00 0.00 0.50 0.01 1 0.20 -0.36 -0.44 0.01 -0.81 7.86 0.86 1.64 2 0.42 0.34 -0.34 -0.39 1.64 0.91 -0.51 10.34 0.93 1.36 3 0.40 0.35 -0.35 -0.40 1.36 0.92 -0.65 10.00 0.92 1.36 4 0.39 0.34 -0.34 -0.42 1.36 0.93 -0.51 9.66 0.91 1.64 5 0.44 0.36 -0.20 1.64 0.86 -0.81 11.14 0.01 RExt 0.02 0.00 0.01 0.00 0.50 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.02 2.61 0.01 RSup 0.01 4.33 0.00 LSup 0.00 0.03 1 RLap -0.36 2.61 0.14 RLap 0.86 3.96 0.22 RLap 0.23 -0.16 2 RLap -0.34 2.61 0.13 RLap 0.93 3.92 0.24 RLap 0.23 -0.07 3 LLap 0.35 2.61 0.14 LLap 0.92 3.94 0.23 LLap 0.23 -0.12 4 LLap 0.34 2.61 0.13 LLap 0.93 3.92 0.24 LLap 0.23 -0.07 5 LLap 0.36 2.61 0.14 LLap 0.86 3.96 0.22 LLap 0.23 -0.16 RExt LSup 0.02 2.61 0.01 LSup 0.01 4.33 0.00 LSup 0.00 0.03 UNBRACED LENGTH: Bay Major ------- Minor(ft)-------- -------- Moml/Mom2------- ----------- Cb----------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup Page 265 Of 330 LExt 1.0 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 19.0 6.3 6.3 6.3 2.8 1.9 -0.02-0.02 0.46 0.00 0.52 1.43 1.43 1.09 1.76 1.25 2 20.0 1.9 3.4 5.4 3.4 1.2 0.55 0.00 0.00 0.00 0.68 1.23 1.79 1.26 1.80 1.15 3 20.0 1.2 3.1 5.7 3.1 1.2 0.67 0.00 0.00 0.00 0.67 1.16 1.78 1.30 1.78 1.16 4 20.0 1.2 3.4 5.4 3.4 1.9 0.68 0.00 0.00 0.00 0.55 1.15 1.80 1.26 1.79 1.23 5 19.0 1.9 2.8 6.3 6.3 6.3 0.52 0.00 0.46-0.02-0.02 1.25 1.76 1.09 1.43 1.43 RExt 1.0 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307 ) Bay Member --Member_Left_End(k )- -Member_Right_End(k )- Id Part Calc Shear Bear UC Calc Shear Bear UC ---- 1 -------- 08ZO60 ----- ----- ----- ---- ----- 0.21 ----- ----- 2.65 1.89 ---- 0.11 2 08ZO60 0.21 2.65 1.89 0.11 0.29 2.65 1.89 0.15 3 08ZO60 0.29 2.65 1.89 0.15 0.29 2.65 1.89 0.15 4 08ZO60 0.29 2.65 1.89 0.15 0.21 2.65 1.89 0.11 5 08ZO60 0.21 2.65 1.89 0.11 LOAD ID 13 - 0.6Dead+0.6Wind Pressurel: ---------------------------------------- REACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup LExt 0.00 -0.05 0.00 0.01 0.50 0.03 1 0.39 -0.53 -0.64 0.03 -1.38 7.22 1.23 2.36 2 0.57 0.46 -0.45 -0.51 2.36 1.36 -0.63 10.53 1.23 1.80 3 0.54 0.48 -0.48 -0.54 1.80 1.19 -0.90 10.00 1.19 1.80 4 0.51 0.45 -0.46 -0.57 1.80 1.23 -0.63 9.47 1.36 2.36 5 0.64 0.53 -0.39 2.36 1.23 -1.38 11.78 0.03 RExt 0.05 0.00 0.03 0.01 0.50 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.05 2.61 0.02 RSup 0.03 4.33 0.01 LSup 0.00 0.06 1 RLap -0.53 2.61 0.20 MidS -1.38 4.23 0.33 RLap 0.33 -0.28 2 LLap 0.46 2.61 0.18 LLap 1.36 3.90 0.35 LLap 0.34 -0.07 3 LLap 0.48 2.61 0.18 LLap 1.19 3.94 0.30 LLap 0.31 -0.17 4 RLap -0.46 2.61 0.18 RLap 1.36 3.90 0.35 RLap 0.34 -0.07 5 LLap 0.53 2.61 0.20 MidS -1.38 4.23 0.33 LLap 0.33 -0.28 RExt LSup 0.05 2.61 0.02 LSup 0.03 4.33 0.01 LSup 0.00 0.06 UNBRACED LENGTH: Bay Major ------- Minor(ft)-------- -------- Moml/Mom2------- ----------- Cb----------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup Page 266 Of 330 LExt 1.0 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 19.0 6.3 6.3 6.3 2.7 1.9-0.02-0.02 0.43 0.00 0.52 1.37 1.37 1.11 1.74 1.25 2 20.0 1.9 3.8 5.3 3.5 1.2 0.58 0.00 0.00 0.00 0.68 1.21 1.81 1.23 1.80 1.15 3 20.0 1.2 3.0 5.8 3.0 1.2 0.66 0.00 0.00 0.00 0.66 1.16 1.77 1.30 1.77 1.16 4 20.0 1.2 3.5 5.3 3.8 1.9 0.68 0.00 0.00 0.00 0.58 1.15 1.80 1.23 1.81 1.21 5 19.0 1.9 2.7 6.3 6.3 6.3 0.52 0.00 0.43-0.02-0.02 1.25 1.74 1.11 1.37 1.37 RExt 1.0 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307 ) Bay Member--Member_Left_End(k )--Member_Right_End(k )- Id Part Calc Shear Bear UC Calc Shear Bear UC 1 08Z060 0.30 2.65 1.89 0.16 2 08ZO60 0.30 2.65 1.89 0.16 0.38 2.65 1.89 0.20 3 08ZO60 0.38 2.65 1.89 0.20 0.38 2.65 1.89 0.20 4 08Z060 0.38 2.65 1.89 0.20 0.30 2.65 1.89 0.16 5 08ZO60 0.30 2.65 1.89 0.16 LOAD ID 14 - 0.6Dead+0.6Wind Suctionl: --------------------------------------- REACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 0.10 0.00 -0.01 0.50 -0.05 1 -0.67 0.78 0.93 -0.05 2.23 6.83 -1.81 -3.47 2 -0.80 -0.66 0.62 0.70 -3.47 -2.05 0.82 10.66 -1.69 -2.48 3 -0.75 -0.66 0.66 0.75 -2.48 -1.63 1.30 10.00 -1.63 -2.48 4 -0.70 -0.62 0.66 0.80 -2.48 -1.69 0.82 9.34 -2.05 -3.47 5 -0.93 -0.78 0.67 -3.47 -1.81 2.23 12.17 -0.05 RExt -0.10 0.00 -0.05 -0.01 0.50 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup 0.10 2.61 0.04 RSup -0.05 4.56 0.01 RSup 0.04 -0.09 1 RLap 0.78 2.61 0.30 MidS 2.23 3.74 0.60 RLap 0.48 0.46 2 LLap -0.66 2.61 0.25 LLap -2.05 4.78 0.43 LLap 0.50 0.07 3 LLap -0.66 2.61 0.26 LLap -1.63 4.78 0.34 LLap 0.43 0.25 4 RLap 0.66 2.61 0.25 RLap -2.05 4.78 0.43 RLap 0.50 0.07 5 LLap -0.78 2.61 0.30 MidS 2.23 3.74 0.60 LLap 0.48 0.46 RExt LSup -0.10 2.61 0.04 LSup -0.05 4.56 0.01 LSup 0.04 -0.09 UNBRACED LENGTH: Bay Major ------- Minor(ft)-------- -------- Moml/Mom2------- ----------- Cb----------- Page 267 Of 330 Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1.0 1.00 1 19.0 1.25 2 20.0 1.15 3 20.0 1.16 4 20.0 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 6.3 6.3 6.3 2.6 1.9-0.02-0.02 0.41 0.00 0.52 1.35 1.35 1.13 1.74 1.9 4.1 5.3 3.5 1.2 0.59 0.00 0.00 0.00 0.68 1.21 1.82 1.21 1.81 1.2 3.0 5.9 3.0 1.2 0.66 0.00 0.00 0.00 0.66 1.16 1.77 1.30 1.77 1.2 3.5 5.3 4.1 1.9 0.68 0.00 0.00 0.00 0.59 1.15 1.81 1.21 1.82 1.21 5 19.0 1.9 2.6 6.3 6.3 6.3 0.52 0.00 0.41-0.02-0.02 1.25 1.74 1.13 1.35 1.35 RExt 1.0 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307 ) Bay Member --Member_Left_End(k )- -Member_Right_End(k )- Id Part Calc Shear Bear UC Calc Shear Bear UC 1 08ZO60 0.45 2.65 1.89 0.24 2 08Z060 0.45 2.65 1.89 0.24 0.52 2.65 1.89 0.28 3 08ZO60 0.52 2.65 1.89 0.28 0.52 2.65 1.89 0.28 4 08Z060 0.52 2.65 1.89 0.28 0.45 2.65 1.89 0.24 5 08ZO60 0.45 2.65 1.89 0.24 LOAD ID 15 - Dead+Collateral+Snow/2+PAT SL 3: ---------------------------------------------- REACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.13 0.00 0.02 0.50 0.06 1 0.90 -1.26 -1.50 0.06 -3.15 7.13 3.10 5.77 2 1.38 1.14 -1.00 -1.15 5.77 3.33 -1.78 10.93 2.15 3.42 3 0.88 0.78 -0.69 -0.79 3.42 2.44 -1.18 10.50 1.70 2.58 4 0.78 0.68 -0.73 -0.89 2.58 1.72 -1.04 9.33 2.14 3.71 5 0.98 0.82 -0.60 3.71 1.95 -2.11 11.81 0.04 RExt 0.08 0.00 0.04 0.01 0.50 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit LExt RSup -0.13 2.61 0.05 RSup 0.06 4.33 0.01 RSup 0.05 0.13 1 RLap -1.26 2.61 0.48 RLap 3.10 3.96 0.78 RLap 0.81 -0.63 2 LLap 1.14 2.61 0.44 LLap 3.33 3.90 0.85 LLap 0.82 -0.27 3 LLap 0.78 2.61 0.30 LLap 2.44 3.89 0.63 LLap 0.59 -0.18 4 RLap -0.73 2.61 0.28 RLap 2.14 3.90 0.55 RLap 0.53 -0.13 5 LLap 0.82 2.61 0.32 MidS -2.11 4.23 0.50 LLap 0.52 -0.43 RExt LSup 0.08 2.61 0.03 LSup 0.04 4.33 0.01 LSup 0.00 0.09 UNBRACED LENGTH: Page 268 Of 330 Bay Major ------- Minor(ft)-------- -------- Moml/Mom2------- ----------- Cb----------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1.0 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 19.0 6.3 6.3 6.3 2.9 1.9-0.02-0.02 0.39 0.00 0.54 1.37 1.37 1.12 1.75 1.24 2 20.0 1.9 3.7 6.2 2.6 1.2 0.58 0.00 0.00 0.00 0.63 1.21 1.80 1.20 1.76 1.18 3 20.0 1.2 4.0 5.8 3.0 1.2 0.71 0.00 0.00 0.00 0.66 1.13 1.81 1.24 1.78 1.16 4 20.0 1.2 3.1 5.7 3.7 1.9 0.67 0.00 0.00 0.00 0.58 1.16 1.79 1.22 1.81 1.21 5 19.0 1.9 2.8 6.3 6.3 6.3 0.53 0.00 0.41-0.02-0.02 1.24 1.75 1.11 1.37 1.37 RExt 1.0 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307 ) Bay Member --Member_Left_End(k )- -Member_Right_End(k )- Id Part Calc Shear Bear UC Calc Shear Bear UC ---- 1 -------- 08ZO60 ----- ----- ----- ---- ----- 0.74 ----- ----- 2.65 1.89 ---- 0.39 2 08Z060 0.74 2.65 1.89 0.39 0.72 2.65 1.89 0.38 3 08ZO60 0.72 2.65 1.89 0.38 0.54 2.65 1.89 0.29 4 08ZO60 0.54 2.65 1.89 0.29 0.48 2.65 1.89 0.25 5 08Z060 0.48 2.65 1.89 0.25 LOAD ID 16 - Dead+Collateral+Snow/2+PAT SL 4: ---------------------------------------------- REACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup LExt 0.00 -0.08 0.00 0.01 0.50 0.04 1 0.57 -0.86 -1.02 0.04 -1.88 6.80 2.51 4.33 2 1.24 1.00 -1.14 -1.29 4.33 2.15 -1.80 9.84 3.30 4.74 3 1.33 1.18 -1.05 -1.20 4.74 3.25 -2.24 10.50 2.13 3.46 4 0.83 0.74 -0.67 -0.83 3.46 2.53 -0.71 10.01 1.99 3.45 5 0.97 0.81 -0.61 3.45 1.72 -2.21 11.65 0.04 RExt 0.08 0.00 0.04 0.01 0.50 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit LExt RSup -0.08 2.61 0.03 RSup 0.04 4.33 0.01 LSup 0.00 0.07 1 RLap -0.86 2.61 0.33 RLap 2.51 3.91 0.64 RLap 0.62 -0.33 2 RLap -1.14 2.61 0.44 RLap 3.30 3.90 0.84 RLap 0.82 -0.29 3 LLap 1.18 2.61 0.45 LLap 3.25 3.92 0.83 LLap 0.82 -0.44 4 LLap 0.74 2.61 0.28 LLap 2.53 3.86 0.66 LLap 0.60 -0.02 5 LLap 0.81 2.61 0.31 MidS -2.21 4.22 0.52 LLap 0.48 -0.47 RExt LSup 0.08 2.61 0.03 LSup 0.04 4.33 0.01 LSup 0.00 0.09 Page 269 Of 330 UNBRACED LENGTH: Bay Major ------- Minor(ft)-------- -------- Moml/Mom2------- ----------- Cb----------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1.0 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 19.0 6.3 6.3 6.3 3.5 1.9-0.02-0.02 0.24 0.00 0.58 1.35 1.35 1.18 1.77 1.21 2 20.0 1.9 2.6 5.5 3.6 1.2 0.50 0.00 0.00 0.00 0.70 1.27 1.76 1.28 1.80 1.14 3 20.0 1.2 3.4 6.5 2.4 1.2 0.69 0.00 0.00 0.00 0.61 1.15 1.78 1.25 1.75 1.19 4 20.0 1.2 4.7 4.1 3.9 1.9 0.73 0.00 0.00 0.00 0.58 1.12 1.86 1.30 1.83 1.21 5 19.0 1.9 2.4 6.3 6.3 6.3 0.50 0.00 0.48-0.02-0.02 1.26 1.74 1.10 1.38 1.38 RExt 1.0 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307 ) Bay Member --Member_Left_End(k )- -Member_Right_End(k )- Id Part Calc Shear Bear UC Calc Shear Bear UC ---- 1 -------- 08ZO60 ----- ----- ----- ---- ----- 0.56 ----- ----- 2.65 1.89 ---- 0.30 2 08ZO60 0.56 2.65 1.89 0.30 1.00 2.65 1.89 0.53 3 08Z060 1.00 2.65 1.89 0.53 0.73 2.65 1.89 0.39 4 08ZO60 0.73 2.65 1.89 0.39 0.45 2.65 1.89 0.24 5 08Z060 0.45 2.65 1.89 0.24 LOAD ID 17 - Dead+Collateral+Snow/2+PAT_SL_5: ---------------------------------------------- REACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup LExt 0.00 -0.08 0.00 0.01 0.50 0.04 1 0.61 -0.81 -0.97 0.04 -2.21 7.35 1.72 3.45 2 0.83 0.67 -0.74 -0.83 3.45 1.99 -0.71 9.99 2.53 3.46 3 1.20 1.05 -1.18 -1.33 3.46 2.13 -2.24 9.50 3.25 4.74 4 1.29 1.14 -1.00 -1.24 4.74 3.30 -1.80 10.16 2.15 4.33 5 1.02 0.86 -0.57 4.33 2.51 -1.88 12.20 0.04 RExt 0.08 0.00 0.04 0.01 0.50 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.08 2.61 0.03 RSup 0.04 4.33 0.01 LSup 0.00 0.09 1 RLap -0.81 2.61 0.31 MidS -2.21 4.22 0.52 RLap 0.48 -0.47 2 RLap -0.74 2.61 0.28 RLap 2.53 3.86 0.66 RLap 0.60 -0.02 3 RLap -1.18 2.61 0.45 RLap 3.25 3.92 0.83 RLap 0.82 -0.44 4 LLap 1.14 2.61 0.44 LLap 3.30 3.90 0.84 LLap 0.82 -0.29 Page 270 Of 330 5 LLap 0.86 2.61 0.33 LLap 2.51 3.91 0.64 LLap 0.62 -0.33 RExt LSup 0.08 2.61 0.03 LSup 0.04 4.33 0.01 LSup 0.00 0.07 UNBRACED LENGTH: Bay Major ------- Minor(ft)-------- -------- Moml/Mom2------- ----------- Cb----------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup ---- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- LExt 1.0 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 19.0 6.3 6.3 6.3 2.4 1.9-0.02-0.02 0.48 0.00 0.50 1.38 1.38 1.10 1.74 1.26 2 20.0 1.9 3.9 4.1 4.7 1.2 0.58 0.00 0.00 0.00 0.73 1.21 1.83 1.30 1.86 1.12 3 20.0 1.2 2.4 6.5 3.4 1.2 0.61 0.00 0.00 0.00 0.69 1.19 1.75 1.25 1.78 1.15 4 20.0 1.2 3.6 5.5 2.6 1.9 0.70 0.00 0.00 0.00 0.50 1.14 1.80 1.28 1.76 1.27 5 19.0 1.9 3.5 6.3 6.3 6.3 0.58 0.00 0.24-0.02-0.02 1.21 1.77 1.18 1.35 1.35 RExt 1.0 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307 ) Bay Member --Member_Left_End(k )- -Member_Right_End(k )- Id Part Calc Shear Bear UC Calc Shear Bear UC 1 08ZO60 0.45 2.65 1.89 0.24 2 08ZO60 0.45 2.65 1.89 0.24 0.73 2.65 1.89 0.39 3 08ZO60 0.73 2.65 1.89 0.39 1.00 2.65 1.89 0.53 4 08ZO60 1.00 2.65 1.89 0.53 0.56 2.65 1.89 0.30 5 08ZO60 0.56 2.65 1.89 0.30 LOAD ID 18 - Dead+Collateral+Snow/2+PAT_SL_6: ---------------------------------------------- REACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.08 0.00 0.01 0.50 0.04 1 0.60 -0.82 -0.98 0.04 -2.11 7.19 1.95 3.71 2 0.89 0.73 -0.68 -0.78 3.71 2.14 -1.04 10.67 1.72 2.58 3 0.79 0.69 -0.78 -0.88 2.58 1.70 -1.18 9.50 2.44 3.42 4 1.15 1.00 -1.14 -1.38 3.42 2.15 -1.78 9.07 3.33 5.77 5 1.50 1.26 -0.90 5.77 3.10 -3.15 11.87 0.06 RExt 0.13 0.00 0.06 0.02 0.50 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.08 2.61 0.03 RSup 0.04 4.33 0.01 LSup 0.00 0.09 1 RLap -0.82 2.61 0.32 MidS -2.11 4.23 0.50 RLap 0.52 -0.43 2 LLap 0.73 2.61 0.28 LLap 2.14 3.90 0.55 LLap 0.53 -0.13 Page 271 Of 330 3 RLap -0.78 2.61 0.30 RLap 4 RLap -1.14 2.61 0.44 RLap 5 LLap 1.26 2.61 0.48 LLap RExt LSup 0.13 2.61 0.05 LSup 2.44 3.89 0.63 RLap 0.59 -0.18 3.33 3.90 0.85 RLap 0.82 -0.27 3.10 3.96 0.78 LLap 0.81 -0.63 0.06 4.33 0.01 LSup 0.05 0.13 UNBRACED LENGTH: Bay Major ------- Minor(ft)-------- -------- Moml/Mom2------- ----------- Cb----------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1.0 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 19.0 6.3 6.3 6.3 2.8 1.9-0.02-0.02 0.41 0.00 0.53 1.37 1.37 1.11 1.75 1.24 2 20.0 1.9 3.7 5.7 3.1 1.2 0.58 0.00 0.00 0.00 0.67 1.21 1.81 1.22 1.79 1.16 3 20.0 1.2 3.0 5.8 4.0 1.2 0.66 0.00 0.00 0.00 0.71 1.16 1.78 1.24 1.81 1.13 4 20.0 1.2 2.6 6.2 3.7 1.9 0.63 0.00 0.00 0.00 0.58 1.18 1.76 1.20 1.80 1.21 5 19.0 1.9 2.9 6.3 6.3 6.3 0.54 0.00 0.39-0.02-0.02 1.24 1.75 1.12 1.37 1.37 RExt 1.0 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307 ) Bay Member --Member_Left_End(k )- -Member_Right_End(k )- Id Part Calc Shear Bear UC Calc Shear Bear UC 1 08ZO60 0.48 2.65 1.89 0.25 2 08ZO60 0.48 2.65 1.89 0.25 0.54 2.65 1.89 0.29 3 08ZO60 0.54 2.65 1.89 0.29 0.72 2.65 1.89 0.38 4 08ZO60 0.72 2.65 1.89 0.38 0.74 2.65 1.89 0.39 5 08ZO60 0.74 2.65 1.89 0.39 LOAD ID 19 - Dead+Collateral+Snow/2+PAT_SL_l: ---------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id ---- Sup ----- Lap Lap ----- ----- Sup ----- Sup ----- Lap ----- Mom Loc ----- ----- Lap ----- Sup ----- LExt 0.00 -0.13 0.00 0.02 0.50 0.06 1 0.95 -1.21 -1.45 0.06 -3.52 7.53 2.23 4.81 2 0.95 0.79 -0.62 -0.72 4.81 3.12 -0.63 11.42 1.65 2.44 3 0.81 0.71 -0.76 -0.86 2.44 1.53 -1.52 9.74 1.92 2.87 4 0.80 0.70 -0.71 -0.87 2.87 1.99 -0.93 9.55 2.09 3.62 5 0.98 0.82 -0.60 3.62 1.88 -2.14 11.76 0.04 RExt 0.08 0.00 0.04 0.01 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit LExt RSup -0.13 2.61 0.05 RSup 0.06 4.33 0.01 RSup 0.05 0.15 Page 272 Of 330 1 RLap -1.21 2.61 0.46 MidS -3.52 4.20 0.84 RLap 0.66 -0.78 2 LLap 0.79 2.61 0.30 LLap 3.12 3.83 0.82 LLap 0.72 0.04 3 RLap -0.76 2.61 0.29 RLap 1.92 3.94 0.49 RLap 0.50 -0.31 4 RLap -0.71 2.61 0.27 RLap 2.09 3.90 0.54 RLap 0.52 -0.10 5 LLap 0.82 2.61 0.31 MidS -2.14 4.23 0.51 LLap 0.50 -0.44 RExt LSup 0.08 2.61 0.03 LSup 0.04 4.33 0.01 LSup 0.00 0.09 UNBRACED LENGTH: Bay Major ------- Minor(ft)-------- -------- Moml/Mom2------- ----------- Cb----------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1.0 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 19.0 6.3 6.3 6.3 2.1 1.9-0.02-0.02 0.54 0.00 0.46 1.39 1.39 1.08 1.73 1.29 2 20.0 1.9 5.6 5.3 3.5 1.2 0.65 0.00 0.00 0.00 0.68 1.17 1.89 1.16 1.83 1.15 3 20.0 1.2 2.5 6.3 3.0 1.2 0.63 0.00 0.00 0.00 0.67 1.18 1.75 1.27 1.77 1.16 4 20.0 1.2 3.6 5.2 3.8 1.9 0.69 0.00 0.00 0.00 0.58 1.15 1.81 1.24 1.81 1.21 5 19.0 1.9 2.7 6.3 6.3 6.3 0.52 0.00 0.43-0.02-0.02 1.25 1.74 1.11 1.38 1.38 RExt 1.0 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307 ) Bay Member --Member_Left_End(k )- -Member_Right_End(k )- Id Part Calc Shear Bear UC Calc Shear Bear UC 1 08ZO60 0.62 2.65 1.89 0.33 2 08Z060 0.62 2.65 1.89 0.33 0.51 2.65 1.89 0.27 3 08ZO60 0.51 2.65 1.89 0.27 0.60 2.65 1.89 0.32 4 08Z060 0.60 2.65 1.89 0.32 0.47 2.65 1.89 0.25 5 08ZO60 0.47 2.65 1.89 0.25 LOAD ID 20 - Dead+Collateral+Snow/2+PAT SL 2: ---------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id ---- Sup ----- Lap Lap ----- ----- Sup ----- Sup ----- Lap ----- Mom ----- Loc ----- Lap ----- Sup ----- LExt 0.00 -0.08 0.00 0.01 0.50 0.04 1 0.60 -0.82 -0.98 0.04 -2.14 7.24 1.88 3.62 2 0.87 0.71 -0.70 -0.80 3.62 2.09 -0.93 10.45 1.99 2.87 3 0.86 0.76 -0.71 -0.81 2.87 1.92 -1.52 10.26 1.53 2.44 4 0.72 0.62 -0.79 -0.95 2.44 1.65 -0.63 8.58 3.12 4.81 5 1.45 1.21 -0.95 4.81 2.23 -3.52 11.47 0.06 RExt 0.13 0.00 0.06 0.02 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit Page 273 Of 330 LExt RSup -0.08 2.61 0.03 RSup 0.04 4.33 0.01 LSup 0.00 0.09 1 RLap -0.82 2.61 0.31 MidS -2.14 4.23 0.51 RLap 0.50 -0.44 2 LLap 0.71 2.61 0.27 LLap 2.09 3.90 0.54 LLap 0.52 -0.10 3 LLap 0.76 2.61 0.29 LLap 1.92 3.94 0.49 LLap 0.50 -0.31 4 RLap -0.79 2.61 0.30 RLap 3.12 3.83 0.82 RLap 0.72 0.04 5 LLap 1.21 2.61 0.46 MidS -3.52 4.20 0.84 LLap 0.66 -0.78 RExt LSup 0.13 2.61 0.05 LSup 0.06 4.33 0.01 LSup 0.05 0.15 UNBRACED LENGTH: Bay Major ------- Minor(ft)-------- -------- Moml/Mom2------- ----------- Cb----------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LExt 1.0 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 19.0 6.3 6.3 6.3 2.7 1.9-0.02-0.02 0.43 0.00 0.52 1.38 1.38 1.11 1.74 1.25 2 20.0 1.9 3.8 5.2 3.6 1.2 0.58 0.00 0.00 0.00 0.69 1.21 1.81 1.24 1.81 1.15 3 20.0 1.2 3.0 6.3 2.5 1.2 0.67 0.00 0.00 0.00 0.63 1.16 1.77 1.27 1.75 1.18 4 20.0 1.2 3.5 5.3 5.6 1.9 0.68 0.00 0.00 0.00 0.65 1.15 1.83 1.16 1.89 1.17 5 19.0 1.9 2.1 6.3 6.3 6.3 0.46 0.00 0.54-0.02-0.02 1.29 1.73 1.08 1.39 1.39 RExt 1.0 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307 ) Bay Member --Member_Left_End(k )- -Member_Right_End(k )- Id Part Calc Shear Bear UC Calc Shear Bear UC ---- 1 -------- 08ZO60 ----- ----- ----- ---- ----- 0.47 ----- ----- 2.65 1.89 ---- 0.25 2 08Z060 0.47 2.65 1.89 0.25 0.60 2.65 1.89 0.32 3 08ZO60 0.60 2.65 1.89 0.32 0.51 2.65 1.89 0.27 4 08ZO60 0.51 2.65 1.89 0.27 0.62 2.65 1.89 0.33 5 08Z060 0.62 2.65 1.89 0.33 LOAD ID 21 - Dead+Collateral+Snow-PAT SL l: -------------------------------------------- REACTIONS: ---------Shear(k )-------- Bay Left Left Right Right Id Sup Lap Lap Sup LExt 0.00 -0.08 1 0.56 -0.86 -1.02 2 1.26 1.01 -1.12 -1.27 3 1.29 1.14 -1.09 -1.24 4 1.19 1.04 -1.09 -1.34 5 1.49 1.25 -0.91 RExt 0.13 0.00 STRENGTH/DEFLECTION: -------------Moment(f-k )-------------- Left Left MidSpan Right Right Sup Lap Mom Loc Lap Sup 0.00 0.01 0.50 0.04 0.04 -1.86 6.76 2.56 4.38 4.38 2.18 -1.86 9.93 3.12 4.54 4.54 3.11 -2.00 10.17 2.72 4.11 4.11 2.78 -1.51 9.42 3.21 5.56 5.56 2.91 -3.22 11.79 0.06 0.06 0.02 0.50 0.00 Page 274 Of 330 Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit LExt RSup -0.08 2.61 0.03 RSup 0.04 4.33 0.01 LSup 0.00 0.07 1 RLap -0.86 2.61 0.33 RLap 2.56 3.91 0.65 RLap 0.63 -0.32 2 RLap -1.12 2.61 0.43 RLap 3.12 3.92 0.80 RLap 0.78 -0.31 3 LLap 1.14 2.61 0.44 LLap 3.11 3.92 0.79 LLap 0.78 -0.36 4 RLap -1.09 2.61 0.42 RLap 3.21 3.90 0.82 RLap 0.79 -0.18 5 LLap 1.25 2.61 0.48 MidS -3.22 4.23 0.76 LLap 0.77 -0.66 RExt LSup 0.13 2.61 0.05 LSup 0.06 4.33 0.01 LSup 0.05 0.13 UNBRACED LENGTH: Bay Major ------- Minor(ft)-------- -------- Moml/Mom2------- ----------- Cb----------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup ---- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- LExt 1.0 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 19.0 6.3 6.3 6.3 3.6 1.9-0.02-0.02 0.22 0.00 0.58 1.34 1.34 1.19 1.77 1.21 2 20.0 1.9 2.6 5.5 3.5 1.2 0.50 0.00 0.00 0.00 0.69 1.27 1.76 1.29 1.79 1.15 3 20.0 1.2 3.4 5.8 3.0 1.2 0.68 0.00 0.00 0.00 0.66 1.15 1.78 1.28 1.77 1.16 4 20.0 1.2 3.4 5.5 3.8 1.9 0.68 0.00 0.00 0.00 0.58 1.15 1.80 1.23 1.81 1.21 5 19.0 1.9 2.7 6.3 6.3 6.3 0.52 0.00 0.42-0.02-0.02 1.25 1.75 1.11 1.37 1.37 RExt 1.0 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307 ) Bay Member --Member_Left_End(k )- -Member_Right_End(k )- Id Part Calc Shear Bear UC Calc Shear Bear UC ---- 1 -------- 08ZO60 ----- ----- ----- ---- ----- 0.56 ----- ----- 2.65 1.89 ---- 0.30 2 08ZO60 0.56 2.65 1.89 0.30 0.96 2.65 1.89 0.51 3 08ZO60 0.96 2.65 1.89 0.51 0.86 2.65 1.89 0.46 4 08ZO60 0.86 2.65 1.89 0.46 0.72 2.65 1.89 0.38 5 08ZO60 0.72 2.65 1.89 0.38 LOAD ID 22 - Dead+Collateral+Snow-PAT SL 2: -------------------------------------------- REACTIONS: ---------Shear(k )-------- Bay Left Left Right Right Id Sup Lap Lap Sup LExt 0.00 -0.13 1 0.91 -1.25 -1.49 2 1.34 1.09 -1.04 -1.19 3 1.24 1.09 -1.14 -1.29 4 1.27 1.12 -1.01 -1.26 5 1.02 0.86 -0.56 RExt 0.08 0.00 --------------Moment(f-k )-------------- Left Left MidSpan Right Right Sup Lap Mom Loc Lap Sup 0.00 0.02 0.50 0.06 0.06 -3.22 7.21 2.91 5.56 5.56 3.21 -1.51 10.58 2.78 4.11 4.11 2.72 -2.00 9.83 3.11 4.54 4.54 3.12 -1.86 10.07 2.18 4.38 4.38 2.56 -1.86 12.24 0.04 0.04 0.01 0.50 0.00 Page 275 Of 330 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit LExt RSup -0.13 2.61 0.05 RSup 0.06 4.33 0.01 RSup 0.05 0.13 1 RLap -1.25 2.61 0.48 MidS -3.22 4.23 0.76 RLap 0.77 -0.66 2 LLap 1.09 2.61 0.42 LLap 3.21 3.90 0.82 LLap 0.79 -0.18 3 RLap -1.14 2.61 0.44 RLap 3.11 3.92 0.79 RLap 0.78 -0.36 4 LLap 1.12 2.61 0.43 LLap 3.12 3.92 0.80 LLap 0.78 -0.31 5 LLap 0.86 2.61 0.33 LLap 2.56 3.91 0.65 LLap 0.63 -0.32 RExt LSup 0.08 2.61 0.03 LSup 0.04 4.33 0.01 LSup 0.00 0.07 UNBRACED LENGTH: Bay Major ------- Minor(ft)-------- -------- Moml/Mom2------- ----------- Cb----------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup ---- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- LExt 1.0 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 19.0 6.3 6.3 6.3 2.7 1.9-0.02-0.02 0.42 0.00 0.52 1.37 1.37 1.11 1.75 1.25 2 20.0 1.9 3.8 5.5 3.4 1.2 0.58 0.00 0.00 0.00 0.68 1.21 1.81 1.23 1.80 1.15 3 20.0 1.2 3.0 5.8 3.4 1.2 0.66 0.00 0.00 0.00 0.68 1.16 1.77 1.28 1.78 1.15 4 20.0 1.2 3.5 5.5 2.6 1.9 0.69 0.00 0.00 0.00 0.50 1.15 1.79 1.29 1.76 1.27 5 19.0 1.9 3.6 6.3 6.3 6.3 0.58 0.00 0.22-0.02-0.02 1.21 1.77 1.19 1.34 1.34 RExt 1.0 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307 ) Bay Member--Member_Left_End(k )--Member_Right_End(k )- Id Part Calc Shear Bear UC Calc Shear Bear UC 1 08Z060 0.72 2.65 1.89 0.38 2 08ZO60 0.72 2.65 1.89 0.38 0.86 2.65 1.89 0.46 3 08Z060 0.86 2.65 1.89 0.46 0.96 2.65 1.89 0.51 4 08Z060 0.96 2.65 1.89 0.51 0.56 2.65 1.89 0.30 5 08ZO60 0.56 2.65 1.89 0.30 DEFLECTION: LOAD ID 23 - Live: Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.10 1 9.50 -0.47 1.52 0.31 2 10.00 -0.12 1.60 0.07 3 10.00 -0.28 1.60 0.18 4 10.00 -0.12 1.60 0.07 5 9.50 -0.47 1.52 0.31 Page 276 Of 330 RExt 1.00 0.10 LOAD ID 24 - Snow: Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.09 1 9.50 -0.45 1.52 0.30 2 10.00 -0.11 1.60 0.07 3 10.00 -0.27 1.60 0.17 4 10.00 -0.11 1.60 0.07 5 9.50 -0.45 1.52 0.30 RExt 1.00 0.09 LOAD ID 25 - MIN SNOW: Bay Offset Deflect(in) Id (ft) Calc Limit Ratio LExt 0.00 0.12 1 9.50 -0.59 1.52 0.38 2 10.00 -0.14 1.60 0.09 3 10.00 -0.35 1.60 0.22 4 10.00 -0.14 1.60 0.09 5 9.50 -0.59 1.52 0.38 RExt 1.00 0.12 LOAD ID 26 - Dead+Collateral+Live: Bay Offset Deflect(in) Id (ft) Calc Limit Ratio LExt 0.00 0.14 1 9.50 -0.68 1.52 0.45 2 10.00 -0.17 1.60 0.10 3 10.00 -0.41 1.60 0.26 4 10.00 -0.17 1.60 0.10 5 9.50 -0.68 1.52 0.45 RExt 1.00 0.14 LOAD ID 27 - Dead+Collateral+Snow: Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.14 1 9.50 -0.66 1.52 0.44 2 10.00 -0.16 1.60 0.10 3 10.00 -0.40 1.60 0.25 4 10.00 -0.16 1.60 0.10 5 9.50 -0.66 1.52 0.44 RExt 1.00 0.14 LOAD ID 28 - Dead+Collateral+MIN SNOW: Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.16 1 9.50 -0.80 1.52 0.52 2 10.00 -0.20 1.60 0.12 3 10.00 -0.48 1.60 0.30 4 10.00 -0.20 1.60 0.12 5 9.50 -0.80 1.52 0.52 Page 277 Of 330 RExt 1.00 0.16 LOAD ID 29 - Dead+0.6Wind Pressurel: Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.07 1 9.50 -0.32 1.52 0.21 2 10.00 -0.08 1.60 0.05 3 10.00 -0.19 1.60 0.12 4 10.00 -0.08 1.60 0.05 5 9.50 -0.32 1.52 0.21 RExt 1.00 0.07 LOAD ID 30 - Dead+0.6Wind Suctionl: Bay Offset Deflect(in) Id (ft) Calc Limit Ratio LExt 0.00 -0.09 1 9.50 0.42 1.52 0.28 2 10.00 0.06 1.60 0.04 3 10.00 0.23 1.60 0.14 4 10.00 0.06 1.60 0.04 5 9.50 0.42 1.52 0.28 RExt 1.00 -0.09 U24RO307A In -Plane Roof Force 5/ 7/24 1:24pm Win (k )= Design load in the plane of the purlin web Wout(k )= Design load in the plane of the purlin flange Pl (k )= Force in plane of roof per anti -roll clip PURLIN ANTI -ROLL FORCES: Surf Line Load --Roof-Load-- Id Id Id Win Wout P1 ---- ---- ---- ------ ------ ------ 2 1 4 14.32 -1.19 0.06 2 2 4 26.60 -2.22 -0.02 2 3 4 27.28 -2.27 0.02 2 4 4 27.28 -2.27 0.02 2 5 4 26.60 -2.22 -0.02 2 6 4 14.32 -1.19 0.06 STANDARD CONNECTION: Surf Line Roll Force/Connection Stiff Deflection Id Id No. Attachment Id Thick Calc Limit UC Calc Calc Limit 2 L_EW 9 Weld clip @081 0.220 0.06 0.32 0.19 0.93 0.07 0.20 2 RF 9 Weld clip @081 0.220 0.02 0.32 0.06 1.09 0.02 0.20 2 R_EW 9 Weld clip @081 0.220 0.06 0.32 0.19 0.93 0.07 0.20 PANEL SHEAR/DIAPHRAGM: Surf Line Panel Shear Id Id Calc Limit ---- ---- ----- ----- 2 L_EW 14.0 9999 2 RF 2.2 9999 2 R_EW 14.0 9999 -Deflection- Calc Limit 0.56 0.67 0.59 0.67 0.56 0.67 Page 278 Of 330 U24RO307A Purlin(Extension 1, Roof) 5/ 7/24 1:24pm -------------------------- EAVE EXTENSION ROOF PURLIN Wall Id = 4 Extension Id = 1 Bay Start = 1 Bay End = 5 Extension Wid= ---------------------------- 3.00 LAYOUT: Available Design Reduction Bay Length --Lap(ft)-- Load No. No. Unit Total Factor Id Part (ft) Left Right Width Strap Row Weight Weight Out In ---- 1 -------- 08ZO60 ------ 18.54 ---- ----- ----- 1.51 ----- 2 --- 1 ------ 53.3 ------ 53.3 ---- ---- 0.00 0.00 2 08ZO60 19.08 1.51 1 1 54.8 54.8 0.00 0.00 3 08ZO60 19.08 1.51 1 1 54.8 54.8 0.00 0.00 4 08ZO60 19.08 1.51 1 1 54.8 54.8 0.00 0.00 5 08ZO60 18.54 1.51 2 1 53.3 53.3 0.00 0.00 Total(lb)= 270.9 Purlin DL= 1.91 (psf ) LOAD ID 1 - Dead: ------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id ---- Sup ----- Lap Lap Sup ----- ----- ----- Sup ----- Lap Mom ----- ----- ----- Loc Lap Sup ----- ----- 1 0.14 -0.14 0.00 -0.64 9.27 0.00 2 0.14 -0.14 0.00 -0.68 9.54 0.00 3 0.14 -0.14 0.00 -0.68 9.54 0.00 4 0.14 -0.14 0.00 -0.68 9.54 0.00 5 0.14 -0.14 0.00 -0.64 9.27 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- 1 ---- LSup ------ 0.14 ----- 2.61 ---- 0.05 ---- MidS ------ -0.64 ----- 3.61 ---- 0.18 ---- LSup ---- 0.00 ----- ----- -0.17 2 LSup 0.14 2.61 0.05 MidS -0.68 3.33 0.20 LSup 0.00 -0.19 3 RSup -0.14 2.61 0.05 MidS -0.68 3.33 0.20 LSup 0.00 -0.19 4 RSup -0.14 2.61 0.05 MidS -0.68 3.33 0.20 LSup 0.00 -0.19 5 LSup 0.14 2.61 0.05 MidS -0.64 3.61 0.18 LSup 0.00 -0.17 UNBRACED LENGTH: Bay Major ------- Minor(ft)-------- -------- Moml/Mom2------- ----------- Cb----------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup Page 279 Of 330 ---- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 18.5 6.3 6.3 6.3 5.9 5.9 0.00 0.00 0.96 0.00 0.00 1.45 1.45 1.01 1.47 1.47 2 19.1 9.5 9.5 9.5 9.5 9.5 0.00 0.00 0.00 0.00 0.00 1.30 1.30 1.30 1.30 1.30 3 19.1 9.5 9.5 9.5 9.5 9.5 0.00 0.00 0.00 0.00 0.00 1.30 1.30 1.30 1.30 1.30 4 19.1 9.5 9.5 9.5 9.5 9.5 0.00 0.00 0.00 0.00 0.00 1.30 1.30 1.30 1.30 1.30 5 18.5 5.9 5.9 6.3 6.3 6.3 0.00 0.00 0.96 0.00 0.00 1.47 1.47 1.01 1.45 1.45 SUPPORT CONNECTION: Bolt = 0.500 (A307 ) ---Bolt_Capacity(k )-- Bay Bolt Shear Bear Max Id Row Calc Limit Limit UC 1 2 0.07 2.65 1.89 0.04 2 2 0.07 2.65 1.89 0.04 3 2 0.07 2.65 1.89 0.04 4 2 0.07 2.65 1.89 0.04 5 2 0.07 2.65 1.89 0.04 LOAD ID 2 - Dead+Live: ------------------------ REACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 0.42 -0.42 0.00 -1.93 9.27 0.00 2 0.43 -0.43 0.00 -2.04 9.54 0.00 3 0.43 -0.43 0.00 -2.04 9.54 0.00 4 0.43 -0.43 0.00 -2.04 9.54 0.00 5 0.42 -0.42 0.00 -1.93 9.27 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 LSup 0.42 2.61 0.16 MidS -1.93 3.61 0.53 LSup 0.00 -0.51 2 RSup -0.43 2.61 0.16 MidS -2.04 3.33 0.61 LSup 0.00 -0.57 3 LSup 0.43 2.61 0.16 MidS -2.04 3.33 0.61 LSup 0.00 -0.57 4 RSup -0.43 2.61 0.16 MidS -2.04 3.33 0.61 LSup 0.00 -0.57 5 RSup -0.42 2.61 0.16 MidS -1.93 3.61 0.53 LSup 0.00 -0.51 UNBRACED LENGTH: Bay Major ------- Minor(ft)-------- -------- Moml/Mom2------- ----------- Cb----------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 1 18.5 6.3 6.3 6.3 5.9 5.9 0.00 0.00 0.96 0.00 0.00 1.45 1.45 1.01 1.47 1.47 2 19.1 9.5 9.5 9.5 9.5 9.5 0.00 0.00 0.00 0.00 0.00 1.30 1.30 1.30 1.30 Page 280 Of 330 1.30 3 19.1 9.5 9.5 9.5 9.5 9.5 0.00 0.00 0.00 0.00 0.00 1.30 1.30 1.30 1.30 1.30 4 19.1 9.5 9.5 9.5 9.5 9.5 0.00 0.00 0.00 0.00 0.00 1.30 1.30 1.30 1.30 1.30 5 18.5 5.9 5.9 6.3 6.3 6.3 0.00 0.00 0.96 0.00 0.00 1.47 1.47 1.01 1.45 1.45 SUPPORT CONNECTION: Bolt = 0.500 (A307 ) ---Bolt_Capacity(k )-- Bay Bolt Shear Bear Max Id Row Calc Limit Limit UC 1 2 0.21 2.65 1.89 0.11 2 2 0.21 2.65 1.89 0.11 3 2 0.21 2.65 1.89 0.11 4 2 0.21 2.65 1.89 0.11 5 2 0.21 2.65 1.89 0.11 LOAD ID 3 - Dead+Snow: ------------------------ REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id ---- Sup ----- Lap ----- Lap ----- Sup ----- Sup ----- ----- Lap Mom ----- Loc ----- Lap ----- Sup ----- 1 0.49 -0.49 0.00 -2.25 9.27 0.00 2 0.50 -0.50 0.00 -2.38 9.54 0.00 3 0.50 -0.50 0.00 -2.38 9.54 0.00 4 0.50 -0.50 0.00 -2.38 9.54 0.00 5 0.49 -0.49 0.00 -2.25 9.27 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- 1 ---- ------ LSup 0.49 ----- 2.61 ---- ---- 0.19 MidS ------ ----- -2.25 3.61 ---- 0.62 ---- ---- LSup 0.00 ----- -0.59 ----- 2 LSup 0.50 2.61 0.19 MidS -2.38 3.33 0.72 LSup 0.00 -0.67 3 RSup -0.50 2.61 0.19 MidS -2.38 3.33 0.72 LSup 0.00 -0.67 4 LSup 0.50 2.61 0.19 MidS -2.38 3.33 0.72 LSup 0.00 -0.67 5 RSup -0.49 2.61 0.19 MidS -2.25 3.61 0.62 LSup 0.00 -0.59 UNBRACED LENGTH: Bay Major ------- Minor(ft)-------- -------- Moml/Mom2 ------- ----------- Cb----------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 1 18.5 6.3 6.3 6.3 5.9 5.9 0.00 0.00 0.96 0.00 0.00 1.45 1.45 1.01 1.47 1.47 2 19.1 9.5 9.5 9.5 9.5 9.5 0.00 0.00 0.00 0.00 0.00 1.30 1.30 1.30 1.30 1.30 3 19.1 9.5 9.5 9.5 9.5 9.5 0.00 0.00 0.00 0.00 0.00 1.30 1.30 1.30 1.30 1.30 4 19.1 9.5 9.5 9.5 9.5 9.5 0.00 0.00 0.00 0.00 0.00 1.30 1.30 1.30 1.30 1.30 Page 281 Of 330 5 18.5 5.9 5.9 6.3 6.3 6.3 0.00 0.00 0.96 0.00 0.00 1.47 1.47 1.01 1.45 1.45 SUPPORT CONNECTION: Bolt = 0.500 (A307 ) ---Bolt_Capacity(k )-- Bay Bolt Shear Bear Max Id Row Calc Limit Limit UC 1 2 0.24 2.65 1.89 0.13 2 2 0.25 2.65 1.89 0.13 3 2 0.25 2.65 1.89 0.13 4 2 0.25 2.65 1.89 0.13 5 2 0.24 2.65 1.89 0.13 LOAD ID 4 - Dead+0.75Live: ---------------------------- REACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 0.35 -0.35 0.00 -1.61 9.27 0.00 2 0.36 -0.36 0.00 -1.70 9.54 0.00 3 0.36 -0.36 0.00 -1.70 9.54 0.00 4 0.36 -0.36 0.00 -1.70 9.54 0.00 5 0.35 -0.35 0.00 -1.61 9.27 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 LSup 0.35 2.61 0.13 MidS -1.61 3.61 0.45 LSup 0.00 -0.42 2 LSup 0.36 2.61 0.14 MidS -1.70 3.33 0.51 LSup 0.00 -0.48 3 RSup -0.36 2.61 0.14 MidS -1.70 3.33 0.51 LSup 0.00 -0.48 4 LSup 0.36 2.61 0.14 MidS -1.70 3.33 0.51 LSup 0.00 -0.48 5 RSup -0.35 2.61 0.13 MidS -1.61 3.61 0.45 LSup 0.00 -0.42 UNBRACED LENGTH: Bay Major ------- Minor(ft)-------- -------- Moml/Mom2------- ----------- Cb----------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 1 18.5 6.3 6.3 6.3 5.9 5.9 0.00 0.00 0.96 0.00 0.00 1.45 1.45 1.01 1.47 1.47 2 19.1 9.5 9.5 9.5 9.5 9.5 0.00 0.00 0.00 0.00 0.00 1.30 1.30 1.30 1.30 1.30 3 19.1 9.5 9.5 9.5 9.5 9.5 0.00 0.00 0.00 0.00 0.00 1.30 1.30 1.30 1.30 1.30 4 19.1 9.5 9.5 9.5 9.5 9.5 0.00 0.00 0.00 0.00 0.00 1.30 1.30 1.30 1.30 1.30 5 18.5 5.9 5.9 6.3 6.3 6.3 0.00 0.00 0.96 0.00 0.00 1.47 1.47 1.01 1.45 1.45 SUPPORT CONNECTION: Bolt = 0.500 (A307 ) Page 282 Of 330 ---Bolt_Capacity(k )-- Bay Bolt Shear Bear Max Id Row Calc Limit Limit UC 1 2 0.17 2.65 1.89 0.09 2 2 0.18 2.65 1.89 0.09 3 2 0.18 2.65 1.89 0.09 4 2 0.18 2.65 1.89 0.09 5 2 0.17 2.65 1.89 0.09 LOAD ID 5 - Dead+0.75Snow: ---------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id ---- Sup ----- Lap Lap Sup ----- ----- ----- Sup ----- Lap Mom ----- ----- ----- Loc Lap Sup ----- ----- 1 0.40 -0.40 0.00 -1.85 9.27 0.00 2 0.41 -0.41 0.00 -1.96 9.54 0.00 3 0.41 -0.41 0.00 -1.96 9.54 0.00 4 0.41 -0.41 0.00 -1.96 9.54 0.00 5 0.40 -0.40 0.00 -1.85 9.27 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- 1 ---- LSup ------ 0.40 ----- 2.61 ---- 0.15 ---- MidS ------ -1.85 ----- 3.61 ---- 0.51 ---- LSup ---- 0.00 ----- ----- -0.49 2 LSup 0.41 2.61 0.16 MidS -1.96 3.33 0.59 LSup 0.00 -0.55 3 RSup -0.41 2.61 0.16 MidS -1.96 3.33 0.59 LSup 0.00 -0.55 4 RSup -0.41 2.61 0.16 MidS -1.96 3.33 0.59 LSup 0.00 -0.55 5 RSup -0.40 2.61 0.15 MidS -1.85 3.61 0.51 LSup 0.00 -0.49 UNBRACED LENGTH: Bay Major ------- Minor(ft)-------- -------- Moml/Mom2------- ----------- Cb----------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 1 18.5 6.3 6.3 6.3 5.9 5.9 0.00 0.00 0.96 0.00 0.00 1.45 1.45 1.01 1.47 1.47 2 19.1 9.5 9.5 9.5 9.5 9.5 0.00 0.00 0.00 0.00 0.00 1.30 1.30 1.30 1.30 1.30 3 19.1 9.5 9.5 9.5 9.5 9.5 0.00 0.00 0.00 0.00 0.00 1.30 1.30 1.30 1.30 1.30 4 19.1 9.5 9.5 9.5 9.5 9.5 0.00 0.00 0.00 0.00 0.00 1.30 1.30 1.30 1.30 1.30 5 18.5 5.9 5.9 6.3 6.3 6.3 0.00 0.00 0.96 0.00 0.00 1.47 1.47 1.01 1.45 1.45 SUPPORT CONNECTION: Bolt = 0.500 (A307 ) ---Bolt_Capacity(k )-- Bay Bolt Shear Bear Max Id Row Calc Limit Limit UC ---- ---- ----- ----- ----- ---- Page 283 Of 330 1 2 0.20 2.65 1.89 0.11 2 2 0.21 2.65 1.89 0.11 3 2 0.21 2.65 1.89 0.11 4 2 0.21 2.65 1.89 0.11 5 2 0.20 2.65 1.89 0.11 LOAD ID 6 - Dead+0.6Wind Pressurel: ------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )- Bay Left Left Right Right Left Left MidSpan Id ---- Sup ----- Lap Lap Sup ----- ----- ----- Sup ----- Lap Mom ----- ----- ----- Loc 1 0.27 -0.27 0.00 -1.27 9.27 2 0.28 -0.28 0.00 -1.34 9.54 3 0.28 -0.28 0.00 -1.34 9.54 4 0.28 -0.28 0.00 -1.34 9.54 5 0.27 -0.27 0.00 -1.27 9.27 STRENGTH/DEFLECTION: ------------ Right Right Lap Sup 0.00 0.00 0.00 0.00 0.00 Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- 1 ---- RSup ------ -0.27 ----- 2.61 ---- 0.10 ---- MidS ------ -1.27 ----- 3.61 ---- 0.35 ---- LSup ---- 0.00 ----- ----- -0.33 2 LSup 0.28 2.61 0.11 MidS -1.34 3.33 0.40 LSup 0.00 -0.37 3 RSup -0.28 2.61 0.11 MidS -1.34 3.33 0.40 LSup 0.00 -0.37 4 LSup 0.28 2.61 0.11 MidS -1.34 3.33 0.40 LSup 0.00 -0.37 5 RSup -0.27 2.61 0.10 MidS -1.27 3.61 0.35 LSup 0.00 -0.33 UNBRACED LENGTH: Bay Major ------- Minor(ft)-------- -------- Moml/Mom2------- ----------- Cb----------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 1 18.5 6.3 6.3 6.3 5.9 5.9 0.00 0.00 0.96 0.00 0.00 1.45 1.45 1.01 1.47 1.47 2 19.1 9.5 9.5 9.5 9.5 9.5 0.00 0.00 0.00 0.00 0.00 1.30 1.30 1.30 1.30 1.30 3 19.1 9.5 9.5 9.5 9.5 9.5 0.00 0.00 0.00 0.00 0.00 1.30 1.30 1.30 1.30 1.30 4 19.1 9.5 9.5 9.5 9.5 9.5 0.00 0.00 0.00 0.00 0.00 1.30 1.30 1.30 1.30 1.30 5 18.5 5.9 5.9 6.3 6.3 6.3 0.00 0.00 0.96 0.00 0.00 1.47 1.47 1.01 1.45 1.45 SUPPORT CONNECTION: Bolt = 0.500 (A307 ) ---Bolt_Capacity(k )-- Bay Bolt Shear Bear Max Id Row Calc Limit Limit UC ---- 1 ---- 2 ----- 0.14 ----- 2.65 ----- 1.89 ---- 0.07 2 2 0.14 2.65 1.89 0.07 3 2 0.14 2.65 1.89 0.07 4 2 0.14 2.65 1.89 0.07 5 2 0.14 2.65 1.89 0.07 Page 284 Of 330 LOAD ID 7 - Dead+0.6Wind Suctionl: ------------------------------------ REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id ---- Sup ----- Lap Lap Sup ----- ----- ----- Sup ----- Lap Mom ----- ----- ----- Loc Lap Sup ----- ----- 1 -0.25 0.24 0.00 1.16 9.20 0.00 2 -0.21 0.21 0.00 0.99 9.54 0.00 3 -0.21 0.21 0.00 0.99 9.54 0.00 4 -0.21 0.21 0.00 0.99 9.54 0.00 5 -0.24 0.25 0.00 1.16 9.34 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- 1 ---- LSup ------ -0.25 ----- 2.61 ---- 0.10 ---- MidS ------ 1.16 ----- 3.62 ---- 0.32 ---- LSup ---- 0.00 ----- ----- 0.30 2 LSup -0.21 2.61 0.08 MidS 0.99 3.33 0.30 LSup 0.00 0.28 3 RSup 0.21 2.61 0.08 MidS 0.99 3.33 0.30 LSup 0.00 0.28 4 LSup -0.21 2.61 0.08 MidS 0.99 3.33 0.30 LSup 0.00 0.28 5 RSup 0.25 2.61 0.10 MidS 1.16 3.62 0.32 LSup 0.00 0.30 UNBRACED LENGTH: Bay Major ------- Minor(ft)-------- -------- Moml/Mom2------- ----------- Cb----------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 1 18.5 6.3 6.3 6.3 5.9 5.9 0.00 0.00 0.95 0.00 0.00 1.45 1.45 1.01 1.49 1.49 2 19.1 9.5 9.5 9.5 9.5 9.5 0.00 0.00 0.00 0.00 0.00 1.30 1.30 1.30 1.30 1.30 3 19.1 9.5 9.5 9.5 9.5 9.5 0.00 0.00 0.00 0.00 0.00 1.30 1.30 1.30 1.30 1.30 4 19.1 9.5 9.5 9.5 9.5 9.5 0.00 0.00 0.00 0.00 0.00 1.30 1.30 1.30 1.30 1.30 5 18.5 5.9 5.9 6.3 6.3 6.3 0.00 0.00 0.95 0.00 0.00 1.49 1.49 1.01 1.45 1.45 SUPPORT CONNECTION: Bolt = 0.500 (A307 ) ---Bolt_Capacity(k )-- Bay Bolt Shear Bear Max Id Row Calc Limit Limit UC ---- 1 ---- 2 ----- 0.13 ----- 2.65 ----- 1.89 ---- 0.07 2 2 0.10 2.65 1.89 0.06 3 2 0.10 2.65 1.89 0.06 4 2 0.10 2.65 1.89 0.06 5 2 0.13 2.65 1.89 0.07 LOAD ID 8 - Dead+0.75Live+0.45Wind Pressurel: ----------------------------------------------- REACTIONS: Page 285 Of 330 ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 0.45 -0.45 0.00 -2.07 9.27 0.00 2 0.46 -0.46 0.00 -2.20 9.54 0.00 3 0.46 -0.46 0.00 -2.20 9.54 0.00 4 0.46 -0.46 0.00 -2.20 9.54 0.00 5 0.45 -0.45 0.00 -2.07 9.27 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 LSup 0.45 2.61 0.17 MidS -2.07 3.61 0.57 LSup 0.00 -0.55 2 RSup -0.46 2.61 0.18 MidS -2.20 3.33 0.66 LSup 0.00 -0.61 3 LSup 0.46 2.61 0.18 MidS -2.20 3.33 0.66 LSup 0.00 -0.61 4 RSup -0.46 2.61 0.18 MidS -2.20 3.33 0.66 LSup 0.00 -0.61 5 RSup -0.45 2.61 0.17 MidS -2.07 3.61 0.57 LSup 0.00 -0.55 UNBRACED LENGTH: Bay Major ------- Minor(ft)-------- -------- Moml/Mom2------- ----------- Cb----------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 1 18.5 6.3 6.3 6.3 5.9 5.9 0.00 0.00 0.96 0.00 0.00 1.45 1.45 1.01 1.47 1.47 2 19.1 9.5 9.5 9.5 9.5 9.5 0.00 0.00 0.00 0.00 0.00 1.30 1.30 1.30 1.30 1.30 3 19.1 9.5 9.5 9.5 9.5 9.5 0.00 0.00 0.00 0.00 0.00 1.30 1.30 1.30 1.30 1.30 4 19.1 9.5 9.5 9.5 9.5 9.5 0.00 0.00 0.00 0.00 0.00 1.30 1.30 1.30 1.30 1.30 5 18.5 5.9 5.9 6.3 6.3 6.3 0.00 0.00 0.96 0.00 0.00 1.47 1.47 1.01 1.45 1.45 SUPPORT CONNECTION: Bolt = 0.500 (A307 ) ---Bolt_Capacity(k )-- Bay Bolt Shear Bear Max Id Row Calc Limit Limit UC ---- 1 ---- 2 ----- 0.22 ----- 2.65 ----- 1.89 ---- 0.12 2 2 0.23 2.65 1.89 0.12 3 2 0.23 2.65 1.89 0.12 4 2 0.23 2.65 1.89 0.12 5 2 0.22 2.65 1.89 0.12 LOAD ID 9 - Dead+0.75Live+0.45Wind Suctionl: ---------------------------------------------- REACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0.05 -0.07 0.00 -0.25 8.35 0.00 Page 286 Of 330 2 0.09 -0.09 0.00 -0.45 9.54 0.00 3 0.09 -0.09 0.00 -0.45 9.54 0.00 4 0.09 -0.09 0.00 -0.45 9.54 0.00 5 0.07 -0.05 0.00 -0.25 10.19 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- 1 ---- RSup ------ -0.07 ----- 2.61 ---- 0.03 ---- MidS ------ -0.25 ----- 3.59 ---- 0.07 ---- LSup ---- 0.00 ----- ----- -0.07 2 LSup 0.09 2.61 0.04 MidS -0.45 3.33 0.13 LSup 0.00 -0.12 3 LSup 0.09 2.61 0.04 MidS -0.45 3.33 0.13 LSup 0.00 -0.12 4 LSup 0.09 2.61 0.04 MidS -0.45 3.33 0.13 LSup 0.00 -0.12 5 LSup 0.07 2.61 0.03 MidS -0.25 3.59 0.07 LSup 0.00 -0.07 UNBRACED LENGTH: Bay Major ------- Minor(ft)-------- -------- Moml/Mom2------- ----------- Cb----------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup ---- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 18.5 6.3 6.3 6.3 5.9 5.9 0.00 0.00 1.00 0.00 0.00 1.46 1.46 1.01 1.41 1.41 2 19.1 9.5 9.5 9.5 9.5 9.5 0.00 0.00 0.00 0.00 0.00 1.30 1.30 1.30 1.30 1.30 3 19.1 9.5 9.5 9.5 9.5 9.5 0.00 0.00 0.00 0.00 0.00 1.30 1.30 1.30 1.30 1.30 4 19.1 9.5 9.5 9.5 9.5 9.5 0.00 0.00 0.00 0.00 0.00 1.30 1.30 1.30 1.30 1.30 5 18.5 5.9 5.9 6.3 6.3 6.3 0.00 0.00 1.00 0.00 0.00 1.41 1.41 1.01 1.46 1.46 SUPPORT CONNECTION: Bolt = 0.500 (A307 ) ---Bolt_Capacity(k )-- Bay Bolt Shear Bear Max Id Row Calc Limit Limit UC 1 2 0.03 2.65 1.89 0.02 2 2 0.05 2.65 1.89 0.02 3 2 0.05 2.65 1.89 0.02 4 2 0.05 2.65 1.89 0.02 5 2 0.03 2.65 1.89 0.02 LOAD ID 10 - Dead+0.75Snow+0.45Wind Pressurel: ----------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- 1 ----- 0.50 ----- ----- ----- -0.50 ----- 0.00 ----- ----- ----- -2.31 9.27 ----- ----- 0.00 2 0.51 -0.51 0.00 -2.45 9.54 0.00 3 0.51 -0.51 0.00 -2.45 9.54 0.00 4 0.51 -0.51 0.00 -2.45 9.54 0.00 5 0.50 -0.50 0.00 -2.31 9.27 0.00 Page 287 Of 330 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- 1 ---- RSup ------ -0.50 ----- 2.61 ---- 0.19 ---- MidS ------ -2.31 ----- 3.61 ---- 0.64 ---- LSup ---- 0.00 ----- ----- -0.61 2 RSup -0.51 2.61 0.20 MidS -2.45 3.33 0.74 LSup 0.00 -0.68 3 LSup 0.51 2.61 0.20 MidS -2.45 3.33 0.74 LSup 0.00 -0.68 4 LSup 0.51 2.61 0.20 MidS -2.45 3.33 0.74 LSup 0.00 -0.68 5 RSup -0.50 2.61 0.19 MidS -2.31 3.61 0.64 LSup 0.00 -0.61 UNBRACED LENGTH: Bay Major ------- Minor(ft)-------- -------- Moml/Mom2------- ----------- Cb----------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup ---- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 18.5 6.3 6.3 6.3 5.9 5.9 0.00 0.00 0.96 0.00 0.00 1.45 1.45 1.01 1.47 1.47 2 19.1 9.5 9.5 9.5 9.5 9.5 0.00 0.00 0.00 0.00 0.00 1.30 1.30 1.30 1.30 1.30 3 19.1 9.5 9.5 9.5 9.5 9.5 0.00 0.00 0.00 0.00 0.00 1.30 1.30 1.30 1.30 1.30 4 19.1 9.5 9.5 9.5 9.5 9.5 0.00 0.00 0.00 0.00 0.00 1.30 1.30 1.30 1.30 1.30 5 18.5 5.9 5.9 6.3 6.3 6.3 0.00 0.00 0.96 0.00 0.00 1.47 1.47 1.01 1.45 1.45 SUPPORT CONNECTION: Bolt = 0.500 (A307 ) ---Bolt_Capacity(k )-- Bay Bolt Shear Bear Max Id Row Calc Limit Limit UC 1 2 0.25 2.65 1.89 0.13 2 2 0.26 2.65 1.89 0.14 3 2 0.26 2.65 1.89 0.14 4 2 0.26 2.65 1.89 0.14 5 2 0.25 2.65 1.89 0.13 LOAD ID 11 - Dead+0.75Snow+0.45Wind Suctionl: ---------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id ---- Sup ----- Lap Lap ----- ----- Sup ----- Sup ----- Lap ----- Mom Loc ----- ----- Lap Sup ----- ----- 1 0.11 -0.12 0.00 -0.49 8.78 0.00 2 0.15 -0.15 0.00 -0.70 9.54 0.00 3 0.15 -0.15 0.00 -0.70 9.54 0.00 4 0.15 -0.15 0.00 -0.70 9.54 0.00 5 0.12 -0.11 0.00 -0.49 9.76 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit 1 RSup -0.12 2.61 0.05 MidS -0.49 3.60 0.14 LSup 0.00 -0.13 Page 288 Of 330 2 LSup 0.15 2.61 0.06 MidS -0.70 3.33 0.21 LSup 0.00 -0.20 3 LSup 0.15 2.61 0.06 MidS -0.70 3.33 0.21 LSup 0.00 -0.20 4 LSup 0.15 2.61 0.06 MidS -0.70 3.33 0.21 LSup 0.00 -0.20 5 LSup 0.12 2.61 0.05 MidS -0.49 3.60 0.14 LSup 0.00 -0.13 UNBRACED LENGTH: Bay Major ------- Minor(ft)-------- -------- Moml/Mom2------- ----------- Cb----------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup 1 18.5 6.3 6.3 6.3 5.9 5.9 0.00 0.00 0.98 0.00 0.00 1.46 1.46 1.01 1.44 1.44 2 19.1 9.5 9.5 9.5 9.5 9.5 0.00 0.00 0.00 0.00 0.00 1.30 1.30 1.30 1.30 1.30 3 19.1 9.5 9.5 9.5 9.5 9.5 0.00 0.00 0.00 0.00 0.00 1.30 1.30 1.30 1.30 1.30 4 19.1 9.5 9.5 9.5 9.5 9.5 0.00 0.00 0.00 0.00 0.00 1.30 1.30 1.30 1.30 1.30 5 18.5 5.9 5.9 6.3 6.3 6.3 0.00 0.00 0.98 0.00 0.00 1.44 1.44 1.01 1.46 1.46 SUPPORT CONNECTION: Bolt = 0.500 (A307 ) ---Bolt_Capacity(k )-- Bay Bolt Shear Bear Max Id Row Calc Limit Limit UC 1 2 0.06 2.65 1.89 0.03 2 2 0.07 2.65 1.89 0.04 3 2 0.07 2.65 1.89 0.04 4 2 0.07 2.65 1.89 0.04 5 2 0.06 2.65 1.89 0.03 LOAD ID 12 - 0.6Dead+0.6Wind Pressurel: ---------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- 1 ----- 0.22 ----- ----- ----- -0.22 ----- 0.00 ----- ----- ----- -1.01 9.27 ----- ----- 0.00 2 0.22 -0.22 0.00 -1.07 9.54 0.00 3 0.22 -0.22 0.00 -1.07 9.54 0.00 4 0.22 -0.22 0.00 -1.07 9.54 0.00 5 0.22 -0.22 0.00 -1.01 9.27 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- 1 ---- RSup ------ -0.22 ----- 2.61 ---- 0.08 ---- MidS ------ -1.01 ----- 3.61 ---- 0.28 ---- LSup ---- 0.00 ----- ----- -0.27 2 LSup 0.22 2.61 0.09 MidS -1.07 3.33 0.32 LSup 0.00 -0.30 3 LSup 0.22 2.61 0.09 MidS -1.07 3.33 0.32 LSup 0.00 -0.30 4 LSup 0.22 2.61 0.09 MidS -1.07 3.33 0.32 LSup 0.00 -0.30 5 RSup -0.22 2.61 0.08 MidS -1.01 3.61 0.28 LSup 0.00 -0.27 Page 289 Of 330 UNBRACED LENGTH: Bay Major ------- Minor(ft)-------- -------- Moml/Mom2------- ----------- Cb----------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup ---- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 18.5 6.3 6.3 6.3 5.9 5.9 0.00 0.00 0.96 0.00 0.00 1.45 1.45 1.01 1.47 1.47 2 19.1 9.5 9.5 9.5 9.5 9.5 0.00 0.00 0.00 0.00 0.00 1.30 1.30 1.30 1.30 1.30 3 19.1 9.5 9.5 9.5 9.5 9.5 0.00 0.00 0.00 0.00 0.00 1.30 1.30 1.30 1.30 1.30 4 19.1 9.5 9.5 9.5 9.5 9.5 0.00 0.00 0.00 0.00 0.00 1.30 1.30 1.30 1.30 1.30 5 18.5 5.9 5.9 6.3 6.3 6.3 0.00 0.00 0.96 0.00 0.00 1.47 1.47 1.01 1.45 1.45 SUPPORT CONNECTION: Bolt = 0.500 (A307 ) ---Bolt_Capacity(k )-- Bay Bolt Shear Bear Max Id Row Calc Limit Limit UC 1 2 0.11 2.65 1.89 0.06 2 2 0.11 2.65 1.89 0.06 3 2 0.11 2.65 1.89 0.06 4 2 0.11 2.65 1.89 0.06 5 2 0.11 2.65 1.89 0.06 LOAD ID 13 - 0.6Dead+0.6Wind Suctionl: --------------------------------------- REACTIONS: ---------Shear(k )----------------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 -0.31 0.29 0.00 1.42 9.21 0.00 2 -0.27 0.27 0.00 1.27 9.54 0.00 3 -0.27 0.27 0.00 1.27 9.54 0.00 4 -0.27 0.27 0.00 1.27 9.54 0.00 5 -0.29 0.31 0.00 1.42 9.33 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 1 LSup -0.31 2.61 0.12 MidS 1.42 3.62 0.39 LSup 0.00 0.37 2 LSup -0.27 2.61 0.10 MidS 1.27 3.33 0.38 LSup 0.00 0.35 3 LSup -0.27 2.61 0.10 MidS 1.27 3.33 0.38 LSup 0.00 0.35 4 LSup -0.27 2.61 0.10 MidS 1.27 3.33 0.38 LSup 0.00 0.35 5 RSup 0.31 2.61 0.12 MidS 1.42 3.62 0.39 LSup 0.00 0.37 UNBRACED LENGTH: Bay Major ------- Minor(ft)-------- -------- Moml/Mom2------- ----------- Cb----------- Id (ft) LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup LSup LLap MidS RLap RSup Page 290 Of 330 ---- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 18.5 6.3 6.3 6.3 5.9 5.9 0.00 0.00 0.95 0.00 0.00 1.45 1.45 1.01 1.49 1.49 2 19.1 9.5 9.5 9.5 9.5 9.5 0.00 0.00 0.00 0.00 0.00 1.30 1.30 1.30 1.30 1.30 3 19.1 9.5 9.5 9.5 9.5 9.5 0.00 0.00 0.00 0.00 0.00 1.30 1.30 1.30 1.30 1.30 4 19.1 9.5 9.5 9.5 9.5 9.5 0.00 0.00 0.00 0.00 0.00 1.30 1.30 1.30 1.30 1.30 5 18.5 5.9 5.9 6.3 6.3 6.3 0.00 0.00 0.95 0.00 0.00 1.49 1.49 1.01 1.45 1.45 SUPPORT CONNECTION: Bolt = 0.500 (A307 ) ---Bolt_Capacity(k )-- Bay Bolt Shear Bear Max Id Row Calc Limit Limit UC 1 2 0.15 2.65 1.89 0.08 2 2 0.13 2.65 1.89 0.07 3 2 0.13 2.65 1.89 0.07 4 2 0.13 2.65 1.89 0.07 5 2 0.15 2.65 1.89 0.08 DEFLECTION: LOAD ID 14 - Live: Bay Offset Deflect(in) Id (ft) Calc Limit Ratio 1 9.27 -0.34 1.48 0.23 2 9.54 -0.38 1.53 0.25 3 9.54 -0.38 1.53 0.25 4 9.54 -0.38 1.53 0.25 5 9.27 -0.34 1.48 0.23 LOAD ID 15 - Snow: Bay Offset Deflect(in) Id (ft) Calc Limit Ratio 1 9.27 -0.42 1.48 0.29 2 9.54 -0.48 1.53 0.31 3 9.54 -0.48 1.53 0.31 4 9.54 -0.48 1.53 0.31 5 9.27 -0.42 1.48 0.29 LOAD ID 16 - Dead+Live: Bay Offset Deflect(in) Id (ft) Calc Limit Ratio 1 9.27 -0.51 1.85 0.27 2 9.54 -0.57 1.91 0.30 3 9.54 -0.57 1.91 0.30 4 9.54 -0.57 1.91 0.30 5 9.27 -0.51 1.85 0.27 LOAD ID 17 - Dead+Snow: Page 291 Of 330 Bay Offset Deflect(in) Id (ft) Calc Limit Ratio 1 9.27 -0.59 1.85 0.32 2 9.54 -0.67 1.91 0.35 3 9.54 -0.67 1.91 0.35 4 9.54 -0.67 1.91 0.35 5 9.27 -0.59 1.85 0.32 LOAD ID 18 - Dead+0.6Wind Pressurel: Bay Offset Deflect(in) Id (ft) Calc Limit Ratio 1 9.27 -0.33 1.48 0.22 2 9.54 -0.37 1.53 0.25 3 9.54 -0.37 1.53 0.25 4 9.54 -0.37 1.53 0.25 5 9.27 -0.33 1.48 0.22 LOAD ID 19 - Dead+0.6Wind Suctionl: Bay Offset Deflect(in) Id (ft) Calc Limit Ratio 1 9.27 0.30 1.48 0.21 2 9.54 0.28 1.53 0.18 3 9.54 0.28 1.53 0.18 4 9.54 0.28 1.53 0.18 5 9.27 0.30 1.48 0.21 U24RO307A Eave Strut(Extension 1) ------------------------- EAVE EXTENSION EAVE STRUT Wall Id = 4 Extension Id = 1 Bay Start = 1 Bay End = 5 Extension Wid= 3.00 ------------------------------ EAVE STRUT LAYOUT: Bay Design Load No. Id Part Length Width Brace Weight ---- LExt -------- 08CO60 ------ 1.00 ----- ----- 1.19 0 ------ 2.9 1 08CO60 18.83 1.19 2 54.1 2 08CO60 19.67 1.19 1 56.5 3 08CO60 19.67 1.19 1 56.5 4 08CO60 19.67 1.19 1 56.5 5 08CO60 18.83 1.19 2 54.1 RExt 08CO60 1.00 1.19 0 2.9 Total (lb)= 283.4 STRENGTH/DEFLECTION: 5/ 7/24 1:24pm Bay Load ----Shear(k )--- --Moment(f-k )-- ---Deflect(in)-- Id Id Calc Limit UC Calc Limit UC Calc Limit UC LExt 1 -0.01 2.61 0.00 0.01 4.97 0.00 0.02 2 -0.04 2.61 0.01 0.02 4.97 0.00 0.07 Page 292 Of 330 3 -0.04 2.61 0.02 0.02 4.97 0.00 0.09 4 -0.03 2.61 0.01 0.01 4.97 0.00 0.06 5 -0.03 2.61 0.01 0.02 4.97 0.00 0.07 6 -0.02 2.61 0.01 0.01 4.97 0.00 0.05 7 0.02 2.61 0.01 -0.01 4.97 0.00 -0.04 8 -0.04 2.61 0.01 0.02 4.97 0.00 0.08 9 0.00 2.61 0.00 0.00 4.97 0.00 0.01 10 -0.04 2.61 0.02 0.02 4.97 0.00 0.09 11 -0.01 2.61 0.00 0.00 4.97 0.00 0.02 12 -0.02 2.61 0.01 0.01 4.97 0.00 0.04 13 0.03 2.61 0.01 -0.01 4.97 0.00 -0.05 1 1 0.11 2.61 0.04 -0.52 4.15 0.13 -0.14 2 0.34 2.61 0.13 -1.56 4.15 0.38 -0.43 3 0.39 2.61 0.15 -1.83 4.15 0.44 -0.50 4 0.28 2.61 0.11 -1.30 4.15 0.31 -0.36 5 0.32 2.61 0.12 -1.50 4.15 0.36 -0.41 6 0.22 2.61 0.08 -1.03 4.15 0.25 -0.28 7 -0.20 2.61 0.08 0.94 4.16 0.22 0.26 8 0.36 2.61 0.14 -1.68 4.15 0.40 -0.47 9 -0.05 2.61 0.02 -0.21 4.17 0.05 -0.06 10 0.40 2.61 0.15 -1.88 4.15 0.45 -0.52 11 -0.09 2.61 0.04 -0.40 4.16 0.10 -0.11 12 0.18 2.61 0.07 -0.82 4.15 0.20 -0.23 13 -0.25 2.61 0.09 1.15 4.16 0.28 0.32 2 1 0.12 2.61 0.04 -0.57 3.52 0.16 -0.17 2 0.35 2.61 0.13 -1.72 3.52 0.49 -0.52 3 0.41 2.61 0.16 -2.00 3.52 0.57 -0.60 4 0.29 2.61 0.11 -1.43 3.52 0.41 -0.43 5 0.33 2.61 0.13 -1.64 3.52 0.47 -0.50 6 -0.23 2.61 0.09 -1.13 3.52 0.32 -0.34 7 0.17 2.61 0.07 0.83 3.52 0.24 0.25 8 0.38 2.61 0.14 -1.84 3.52 0.52 -0.56 9 -0.08 2.61 0.03 -0.37 3.52 0.11 -0.11 10 0.42 2.61 0.16 -2.06 3.52 0.58 -0.62 11 -0.12 2.61 0.05 -0.59 3.52 0.17 -0.18 12 0.18 2.61 0.07 -0.90 3.52 0.25 -0.27 13 -0.22 2.61 0.08 1.06 3.52 0.30 0.32 3 1 -0.12 2.61 0.04 -0.57 3.52 0.16 -0.17 2 -0.35 2.61 0.13 -1.72 3.52 0.49 -0.52 3 0.41 2.61 0.16 -2.00 3.52 0.57 -0.60 4 0.29 2.61 0.11 -1.43 3.52 0.41 -0.43 5 0.33 2.61 0.13 -1.64 3.52 0.47 -0.50 6 0.23 2.61 0.09 -1.13 3.52 0.32 -0.34 7 -0.17 2.61 0.07 0.83 3.52 0.24 0.25 8 0.38 2.61 0.14 -1.84 3.52 0.52 -0.56 9 0.08 2.61 0.03 -0.37 3.52 0.11 -0.11 10 0.42 2.61 0.16 -2.06 3.52 0.58 -0.62 11 -0.12 2.61 0.05 -0.59 3.52 0.17 -0.18 12 0.18 2.61 0.07 -0.90 3.52 0.25 -0.27 13 -0.22 2.61 0.08 1.06 3.52 0.30 0.32 4 1 -0.12 2.61 0.04 -0.57 3.52 0.16 -0.17 2 0.35 2.61 0.13 -1.72 3.52 0.49 -0.52 3 -0.41 2.61 0.16 -2.00 3.52 0.57 -0.60 4 -0.29 2.61 0.11 -1.43 3.52 0.41 -0.43 5 0.33 2.61 0.13 -1.64 3.52 0.47 -0.50 6 -0.23 2.61 0.09 -1.13 3.52 0.32 -0.34 7 -0.17 2.61 0.07 0.83 3.52 0.24 0.25 8 0.38 2.61 0.14 -1.84 3.52 0.52 -0.56 9 -0.08 2.61 0.03 -0.37 3.52 0.11 -0.11 10 -0.42 2.61 0.16 -2.06 3.52 0.58 -0.62 Page 293 Of 330 11 0.12 2.61 0.05 -0.59 3.52 0.17 -0.18 12 -0.18 2.61 0.07 -0.90 3.52 0.25 -0.27 13 -0.22 2.61 0.08 1.06 3.52 0.30 0.32 5 1 -0.11 2.61 0.04 -0.52 4.15 0.13 -0.14 2 -0.34 2.61 0.13 -1.56 4.15 0.38 -0.43 3 -0.39 2.61 0.15 -1.83 4.15 0.44 -0.50 4 -0.28 2.61 0.11 -1.30 4.15 0.31 -0.36 5 -0.32 2.61 0.12 -1.50 4.15 0.36 -0.41 6 -0.22 2.61 0.08 -1.03 4.15 0.25 -0.28 7 0.20 2.61 0.08 0.94 4.16 0.22 0.26 8 -0.36 2.61 0.14 -1.68 4.15 0.40 -0.47 9 0.05 2.61 0.02 -0.21 4.17 0.05 -0.06 10 -0.40 2.61 0.15 -1.88 4.15 0.45 -0.52 11 0.09 2.61 0.04 -0.40 4.16 0.10 -0.11 12 -0.18 2.61 0.07 -0.82 4.15 0.20 -0.23 13 0.25 2.61 0.09 1.15 4.16 0.28 0.32 RExt 1 0.01 2.61 0.00 0.01 4.97 0.00 0.02 2 0.04 2.61 0.01 0.02 4.97 0.00 0.07 3 0.04 2.61 0.02 0.02 4.97 0.00 0.09 4 0.03 2.61 0.01 0.01 4.97 0.00 0.06 5 0.03 2.61 0.01 0.02 4.97 0.00 0.07 6 0.02 2.61 0.01 0.01 4.97 0.00 0.05 7 -0.02 2.61 0.01 -0.01 4.97 0.00 -0.04 8 0.04 2.61 0.01 0.02 4.97 0.00 0.08 9 0.00 2.61 0.00 0.00 4.97 0.00 0.01 10 0.04 2.61 0.02 0.02 4.97 0.00 0.09 11 0.01 2.61 0.00 0.00 4.97 0.00 0.02 12 0.02 2.61 0.01 0.01 4.97 0.00 0.04 13 -0.03 2.61 0.01 -0.01 4.97 0.00 -0.05 DEFLECTION: Bay Load Offset Deflect(in) Id Id (ft) Calc Limit Ratio LExt 14 0.00 0.05 15 0.00 0.06 16 0.00 0.07 17 0.00 0.09 18 0.00 0.05 19 0.00 -0.04 1 14 9.42 -0.29 1.51 0.19 15 9.42 -0.36 1.51 0.24 16 9.42 -0.43 1.88 0.23 17 9.42 -0.50 1.88 0.27 18 9.42 -0.28 1.51 0.19 19 9.42 0.26 1.51 0.17 2 14 9.83 -0.34 1.57 0.22 15 9.83 -0.43 1.57 0.27 16 9.83 -0.52 1.97 0.26 17 9.83 -0.60 1.97 0.31 18 9.83 -0.34 1.57 0.22 19 9.83 0.25 1.57 0.16 3 14 9.83 -0.34 1.57 0.22 15 9.83 -0.43 1.57 0.27 16 9.83 -0.52 1.97 0.26 17 9.83 -0.60 1.97 0.31 18 9.83 -0.34 1.57 0.22 19 9.83 0.25 1.57 0.16 Page 294 Of 330 4 14 15 16 17 18 19 5 14 15 16 17 18 19 RExt 14 15 16 17 18 19 U24RO307A 9.83 9.83 9.83 9.83 9.83 9.83 9.42 9.42 9.42 9.42 9.42 9.42 1.00 1.00 1.00 1.00 1.00 1.00 -0.34 1.57 0.22 -0.43 1.57 0.27 -0.52 1.97 0.26 -0.60 1.97 0.31 -0.34 1.57 0.22 0.25 1.57 0.16 -0.29 1.51 0.19 -0.36 1.51 0.24 -0.43 1.88 0.23 -0.50 1.88 0.27 -0.28 1.51 0.19 0.26 1.51 0.17 0.05 0.06 0.07 0.09 0.05 -0.04 Roof Panel Design 5/ 7/24 1:24pm ----------------------------------------------------------- PANEL LAYOUT: ------------- Surf Surface No. Max ---Stiffness--- Id Part Type Gage Yield Length Purlin Space Rotation Shear ------------ ---- ----- ------------ ------ ------------- ------ 2 CFR24- CFR 24.00 50.0 40.14 9 4.500 0.44 0.57 0.1110 of N&I 0 a 21 Ida@: M Surf Id Area 2 Left 2 Center Load Id 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1 2 3 4 5 6 7 8 9 10 11 -------- Support -------- Moment(ft-lb/ft) Offset Calc Limit Ratio 6.5 2.0 223.0 0.01 6.5 37.7 223.0 0.17 6.5 36.4 223.0 0.16 6.5 46.6 223.0 0.21 6.5 28.8 223.0 0.13 6.5 27.8 223.0 0.12 6.5 19.3 223.0 0.09 6.5 -51.6 291.7 0.18 6.5 41.7 223.0 0.19 2.0 -18.0 291.7 0.06 6.5 40.7 223.0 0.18 2.0 -18.8 291.7 0.06 6.5 18.5 223.0 0.08 6.5 -52.5 291.7 0.18 6.5 2.0 223.0 0.01 6.5 37.7 223.0 0.17 6.5 36.4 223.0 0.16 6.5 46.6 223.0 0.21 6.5 28.8 223.0 0.13 6.5 27.8 223.0 0.12 6.5 19.3 223.0 0.09 6.5 -34.8 291.7 0.12 6.5 41.7 223.0 0.19 11.0 4.7 223.0 0.02 6.5 40.7 223.0 0.18 --------- Midspan-------- Moment(ft-lb/ft) Offset Calc Limit Ratio 4.1 -1.1 291.7 0.00 4.1 -20.9 291.7 0.07 4.1 -20.2 291.7 0.07 4.1 -25.9 291.7 0.09 4.1 -16.0 291.7 0.05 4.1 -15.4 291.7 0.05 4.1 -10.7 291.7 0.04 4.1 38.5 223.0 0.17 4.1 -23.2 291.7 0.08 4.2 13.7 223.0 0.06 4.1 -22.6 291.7 0.08 4.2 14.3 223.0 0.06 4.1 -10.3 291.7 0.04 4.1 38.9 223.0 0.17 4.1 -1.1 291.7 0.00 4.1 -20.9 291.7 0.07 4.1 -20.2 291.7 0.07 4.1 -25.9 291.7 0.09 4.1 -16.0 291.7 0.05 4.1 -15.4 291.7 0.05 4.1 -10.7 291.7 0.04 4.4 23.6 223.0 0.11 4.1 -23.2 291.7 0.08 8.4 -3.2 291.7 0.01 4.1 -22.6 291.7 0.08 Page 12 2.0 -4.8 291.7 0.02 8.3 -2.8 291.7 0.01 13 6.5 18.5 223.0 0.08 4.1 -10.3 291.7 0.04 14 6.5 -35.6 291.7 0.12 4.4 24.0 223.0 0.11 2 Right 1 6.5 2.0 223.0 0.01 4.1 -1.1 291.7 0.00 2 6.5 37.7 223.0 0.17 4.1 -20.9 291.7 0.07 3 6.5 36.4 223.0 0.16 4.1 -20.2 291.7 0.07 4 6.5 46.6 223.0 0.21 4.1 -25.9 291.7 0.09 5 6.5 28.8 223.0 0.13 4.1 -16.0 291.7 0.05 6 6.5 27.8 223.0 0.12 4.1 -15.4 291.7 0.05 7 6.5 19.3 223.0 0.09 4.1 -10.7 291.7 0.04 8 6.5 -51.6 291.7 0.18 4.1 38.5 223.0 0.17 9 6.5 41.7 223.0 0.19 4.1 -23.2 291.7 0.08 10 2.0 -18.0 291.7 0.06 4.2 13.7 223.0 0.06 11 6.5 40.7 223.0 0.18 4.1 -22.6 291.7 0.08 12 2.0 -18.8 291.7 0.06 4.2 14.3 223.0 0.06 13 6.5 18.5 223.0 0.08 4.1 -10.3 291.7 0.04 14 6.5 -52.5 291.7 0.18 4.1 38.9 223.0 0.17 PANEL DEFLECTION: ----------------- Surf Load ----- Deflection(in)----- Id Area Id Offset Calc Limit Ratio 2 Left 15 4.2 0.00 0.30 0.02 16 4.2 0.00 0.30 0.02 17 4.2 -0.01 0.30 0.02 18 4.2 0.00 0.30 0.01 19 4.2 0.01 0.30 0.03 2 Center 15 4.2 0.00 0.30 0.02 16 4.2 0.00 0.30 0.02 17 4.2 -0.01 0.30 0.02 18 4.2 0.00 0.30 0.01 19 4.2 0.01 0.30 0.02 2 Right 15 4.2 0.00 0.30 0.02 16 4.2 0.00 0.30 0.02 17 4.2 -0.01 0.30 0.02 18 4.2 0.00 0.30 0.01 19 4.2 0.01 0.30 0.03 LOAD COMBINATION: ----------------- Load Id Description --------------- 1 Dead 2 Dead+Live 3 Dead+Snow 4 Dead+MIN_SNOW 5 Dead+0.75Live 6 Dead+0.75Snow 7 Dead+0.6Wind_Pressurel 8 Dead+0.6Wind Suctionl 9 Dead+0.75Live+0.45Wind_Pressurel 10 Dead+0.75Live+0.45Wind Suctionl 11 Dead+0.75Snow+0.45Wind Pressurel 12 Dead+0.75Snow+0.45Wind_Suctionl 13 0.6Dead+0.6Wind Pressurel 14 0.6Dead+0.6Wind Suctionl 15 Live 16 Snow 295 Of 330 Page 296 Of 330 17 MIN SNOW 18 Dead+0.6Wind Pressurel 19 Dead+0.6Wind Suctionl U24RO307A Extension Panel Design 5/ 7/24 1:24pm -------------------------------------------------------------------------------- PANEL LAYOUT: ------------- Ext Id Locate 1 Roof PANEL STRENGTH: --------------- Ext Id Area 1 Roof 1 RoofLt 1 RoofRt Part Type Gage Yield CFR24- CFR 24.00 50.0 Load Id 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1 2 3 4 5 6 7 8 9 10 11 12 Surface No. Max Length Purlin Space 3.01 1 1.505 -------- Support -------- Moment(ft-lb/ft) Offset Calc Limit Ratio 1.5 0.3 223.0 0.00 1.5 5.9 223.0 0.03 1.5 7.4 223.0 0.03 1.5 0.3 223.0 0.00 1.5 4.5 223.0 0.02 1.5 5.6 223.0 0.03 1.5 3.0 223.0 0.01 1.5 -9.8 291.7 0.03 1.5 6.6 223.0 0.03 1.5 -3.1 291.7 0.01 1.5 7.6 223.0 0.03 1.5 -2.0 291.7 0.01 1.5 2.9 223.0 0.01 1.5 -9.9 291.7 0.03 1.5 0.3 223.0 0.00 1.5 5.9 223.0 0.03 1.5 7.4 223.0 0.03 1.5 0.3 223.0 0.00 1.5 4.5 223.0 0.02 1.5 5.6 223.0 0.03 1.5 3.0 223.0 0.01 1.5 -13.8 291.7 0.05 1.5 6.6 223.0 0.03 1.5 -6.0 291.7 0.02 1.5 7.6 223.0 0.03 1.5 -5.0 291.7 0.02 1.5 2.9 223.0 0.01 1.5 -13.9 291.7 0.05 1.5 0.3 223.0 0.00 1.5 5.9 223.0 0.03 1.5 7.4 223.0 0.03 1.5 0.3 223.0 0.00 1.5 4.5 223.0 0.02 1.5 5.6 223.0 0.03 1.5 3.0 223.0 0.01 1.5 -13.8 291.7 0.05 1.5 6.6 223.0 0.03 1.5 -6.0 291.7 0.02 1.5 7.6 223.0 0.03 1.5 -5.0 291.7 0.02 --------- Midspan-------- Moment(ft-lb/ft) Offset Calc Limit Ratio 0.6 -0.2 291.7 0.00 0.6 -3.3 291.7 0.01 0.6 -4.1 291.7 0.01 0.6 -0.2 291.7 0.00 0.6 -2.6 291.7 0.01 2.4 -3.1 291.7 0.01 0.6 -1.7 291.7 0.01 0.6 5.5 223.0 0.02 2.4 -3.7 291.7 0.01 2.4 1.7 223.0 0.01 0.6 -4.3 291.7 0.01 0.6 1.1 223.0 0.01 0.6 -1.6 291.7 0.01 0.6 5.6 223.0 0.03 0.6 -0.2 291.7 0.00 0.6 -3.3 291.7 0.01 0.6 -4.1 291.7 0.01 0.6 -0.2 291.7 0.00 0.6 -2.6 291.7 0.01 2.4 -3.1 291.7 0.01 0.6 -1.7 291.7 0.01 0.6 7.7 223.0 0.03 2.4 -3.7 291.7 0.01 0.6 3.4 223.0 0.02 0.6 -4.3 291.7 0.01 0.6 2.8 223.0 0.01 0.6 -1.6 291.7 0.01 2.4 7.8 223.0 0.04 0.6 -0.2 291.7 0.00 0.6 -3.3 291.7 0.01 0.6 -4.1 291.7 0.01 0.6 -0.2 291.7 0.00 0.6 -2.6 291.7 0.01 2.4 -3.1 291.7 0.01 0.6 -1.7 291.7 0.01 0.6 7.7 223.0 0.03 2.4 -3.7 291.7 0.01 0.6 3.4 223.0 0.02 0.6 -4.3 291.7 0.01 0.6 2.8 223.0 0.01 Page 297 Of 330 13 1.5 2.9 223.0 0.01 0.6 -1.6 291.7 0.01 14 1.5 -13.9 291.7 0.05 2.4 7.8 223.0 0.04 PANEL DEFLECTION: Ext Load Id Area Id 1 Roof 15 16 17 18 19 1 RoofLt 15 16 17 18 19 1 RoofRt 15 16 17 18 19 ----- Deflection(in)----- Offset Calc Limit Ratio 0.8 0.00 0.10 0.00 2.3 0.00 0.10 0.00 2.3 0.00 0.10 0.00 2.3 0.00 0.10 0.00 2.3 0.00 0.10 0.00 0.8 0.00 0.10 0.00 2.3 0.00 0.10 0.00 2.3 0.00 0.10 0.00 2.3 0.00 0.10 0.00 2.3 0.00 0.10 0.00 0.8 0.00 0.10 0.00 2.3 0.00 0.10 0.00 2.3 0.00 0.10 0.00 2.3 0.00 0.10 0.00 2.3 0.00 0.10 0.00 LOAD COMBINATION: ----------------- Load Id Description --------------- 1 Dead 2 Dead+Live 3 Dead+Snow 4 Dead+MIN_SNOW 5 Dead+0.75Live 6 Dead+0.75Snow 7 Dead+0.6Wind_Pressurel 8 Dead+0.6Wind Suctionl 9 Dead+0.75Live+0.45Wind_Pressurel 10 Dead+0.75Live+0.45Wind Suctionl 11 Dead+0.75Snow+0.45Wind Pressurel 12 Dead+0.75Snow+0.45Wind_Suctionl 13 0.6Dead+0.6Wind Pressurel 14 0.6Dead+0.6Wind Suctionl 15 Live 16 Snow 17 MIN SNOW 18 Dead+0.6Wind Pressurel 19 Dead+0.6Wind Suctionl U24RO307A Attachment Loads LOADING: Seismic results based on base shear values ROOF LOADS: EW Attach -------------Wind------------- ------ Id Locate Walll Wa112 Roof React Walll 5/ 7/24 1:24pm --- Seismic ------------ Wall2 Roof React Page 298 Of 330 1 0.00 3.32 0.49 0.00 5.72 2.449 0.304 11.69 21.89 1 20.00 3.21 0.61 0.00 0.00 0.578 0.578 13.75 0.00 1 40.00 1.74 0.43 0.00 4.08 0.273 0.273 9.56 17.56 3 0.00 3.32 0.49 0.00 5.72 2.449 0.304 11.69 21.89 3 20.00 3.21 0.61 0.00 0.00 0.578 0.578 13.75 0.00 3 40.00 1.74 0.43 0.00 4.08 0.273 0.273 9.56 17.56 ROOF SHEAR: EW Attach Locate Id Start End Wind Seismic -- 1 ------ 0.00 ------ 20.00 ------- 1.91 ------- 7.45 1 20.00 40.00 -1.91 -7.45 -- 3 ------ 0.00 ------ 20.00 ------- 1.91 ------- 7.45 3 20.00 40.00 -1.91 -7.45 LOAD COMBINATIONS: ------------------ Max Wind Coeff = 0.600 Max Seismic Coeff = 0.784 SEISMIC LOAD: Seismic Coeff= 0.715 Roof Dead= 12.500 Roof Total= 12.500 Left EW Dead= 4.500 Front SW Dead= 4.500 Right EW Dead= 4.500 Back SW Dead= 7.000 Extend Total= 10.000 U24RO307A Roof Diagonal Bracing 5/ 7/24 1:24pm PANEL SHEAR: ------------ Wind Seismic Length Calc Calc Limit ------ ------------- ------ 100.00 11.5 47.4 0.0 DIAGONAL BRACE LAYOUT: ---------------------- Bay Brace -Locate Bay Design Brace ------ Diag_ Brace ----- Id Start End Width Length Angle Type Size Part ---------- 1 0.00 ------- 20.00 ----- 20.00 ------ 28.33 ----- 45.1 ---- R ----- 0.625 -------- RD05- 20.00 40.00 20.00 28.33 45.1 R 0.625 RD05- 3 0.00 20.00 20.00 28.33 45.1 R 0.625 RD05- 20.00 40.00 20.00 28.33 45.1 R 0.625 RD05- 5 0.00 20.00 20.00 28.33 45.1 R 0.625 RD05- 20.00 40.00 20.00 28.33 45.1 R 0.625 RD05- Page 299 Of 330 DIAGONAL BRACE STRENGTH: ------------------------ Bay Brace _Locate Id Start End 1 0.00 20.00 20.00 40.00 3 0.00 20.00 20.00 40.00 5 0.00 20.00 20.00 40.00 Brace_Tension(k ) ---Wind---- ---Seismic-- Max---KL/R--- Calc Limit Calc Limit UC Calc Limit 0.54 7.35 3.59 7.35 0.49 0.54 7.35 3.59 7.35 0.49 0.54 7.35 3.59 7.35 0.49 0.54 7.35 3.59 7.35 0.49 0.54 7.35 3.59 7.35 0.49 0.54 7.35 3.59 7.35 0.49 U24RO307A Sidewall Diagonal Bracing 5/ 7/24 1:24pm PANEL SHEAR: ------------ Wall Base Wind Seismic Id Length Calc Calc Limit 2 40.0 61.2 279.3 0.0 4 0.0 999.0 999.0 0.0 DIAGONAL BRACE LAYOUT: ---------------------- Wall Bay Brace -Locate Bay Design Brace ------ Diag_Brace---- Id Id Bot Top Width Length Angle Type Size Part 2 3 0.0 21.7 20.00 28.05 44.5 R(2) 1.250 RD10- (2)-Double braces in bay. Total capacity is 2 x capacity of a single brace DIAGONAL BRACE STRENGTH: ------------------------ Brace_Tension(k ) Wall Bay Brace -Locate ----Wind--- --Seismic-- Max---KL/R--- Id Id Bot Top Calc Limit Calc Limit UC Calc Limit 2 3 0.0 21.7 3.44 62.44 25.07 74.93 0.33 BOTTOM DIAGONAL BRACE REACTIONS: -------------------------------- Wall Bay Col Id Id Id 2 3 3 2 3 4 LOAD COMBINATIONS: --Wind_Max(k )-- Horz Vert(+/-) -2.45 2.41 2.45 2.41 Seismic_Max(k ) Horz Vert(+/-) -11.62 11.42 11.62 11.42 Page 300 Of 330 ---------------- -(Wind ) - Dead+Collateral+0.6Wind_Longl 9(Seismic) - 1.16Dead+0.78Seismic_Long U24RO307A Extension Diagonal Bracing PANEL SHEAR: ------------ Ext Wind Seismic Id Length Calc Calc Limit 1 100.00 8.28 8.08 9999 U24RO307A Wind Bents DESIGN CONSTANTS: ----------------- Bolt Shear Stress A325 = 27.00 (ksi ) GR36 = 13.05 (ksi ) Bolt Tension Stress A325 = 45.00 (ksi ) GR36 = 21.75 (ksi ) WIND BENT 1: -------------- 5/ 7/24 1:24pm 5/ 7/24 1:24pm LOCATION: Wall Bay Base Top--Design-Load- Deflect -Limit Id Id Width Height Elev Clear Wind Seismic Wind Seismic 4 3 18.96 23.75 0.00 1.25 3.43 14.16 60.0 40.0 MEMBER SELECTED: -Web-Depth- Web --Flange--- Member Type Part Start End Thick Width Thick Length Weight Yield Column W W2225050 21.0 21.0 0.25 10.0 0.50 23.8 2671.1 55.0 Rafter W W2619050 25.0 25.0 0.19 10.0 0.50 15.3 876.0 55.0 STRENGTH: --Axial(k )- --Shear(k )- Moment(f-k ) ----Max_UC--- Member Load Calc Limit Calc Limit Calc Limit Shear Axl+Mom ------ Column ---- Wind ----- ----- 4.54 169.88 ----- 1.71 ----- ----- 75.52 37.02 ----- 350.42 ----- 0.02 ------- 0.12 Seis 18.74 169.88 7.08 75.52 152.80 350.42 0.09 0.49 Rafter Wind 1.71 242.08 4.54 42.17 34.71 371.68 0.11 0.10 Seis 7.08 242.08 18.74 42.17 143.29 371.68 0.44 0.40 DEFLECTION & REACTIONS: Deflection(in) Reactions(k ) Member Load Calc Limit Horz Vert Column Wind 0.37 4.53 1.71 4.54 Seis 1.54 6.80 7.08 18.74 UNBRACED LENGTH: Page 301 Of 330 ---Major--- ----Minor---- Max Member K KL Moment Axial KL/r Cb Column 1.50 35.63 21.58 21.58 110 1.67 Rafter 1.00 15.29 15.29 15.29 77 2.27 CONNECTIONS: -Plate(in)---------- Bolts(in)--------- Req Req Axial Shear Moment Plate Type Thick Width Type Row Dia Space Gage Dia Thick Load (k ) (k ) (f-k ) Base S3 0.750 10.00 GR36 2 1.000 4.00 4.00 0.778 0.653 Wind 4.54 1.71 Seis 28.08 10.61 Splice EE 0.750 10.00 A325 4 1.000 4.50 3.50 0.958 0.719 Wind 34.71 Seis 330.70 Cap 0.500 10.00 Design results adjusted by 1.200 COLUMN WEB SHEAR AT RAFTER CONNECTION: Calc ---Initial-- ----Final--- Web Web Shear Web Shear Web Stiff Shear Thick Limit Thick Limit Depth Space Note 67.4 0.250 95.4 0.250 95.4 21.00 25.00 G2-1 STIFFENERS: Stiff Design -Plate -Size- --Wind(k )-- --Seis(k )-- Max Location Length Width Thick Calc Limit Calc Limit UC Bearing 21.00 5.00 0.50 19.30 162.8 79.67 162.8 0.49 WEB TO FLANGE WELD: ----Web_To_Flange---- Load Shear Q Ixx Shear(k/in ) Id Id (k ) (in3) (in4) Size Typ Calc Limit Column 2 7.1 53.8 1348.8 0.188 F1 0.28 2.78 Rafter 2 18.7 63.8 1870.0 0.188 F1 0.64 2.78 CONNECTION WELD: -Top -Flange -To -Plate- -Bot_Flange_To_Plate- ----- Web -To _Plate---- Shear(k/in ) Shear(k/in ) Shear(k/in ) Member Plate Size Typ Calc Limit Size Typ Calc Limit Size Typ Calc Limit Column Base 0.250 F1 1.40 5.57 0.250 F1 1.40 5.57 0.250 F1 0.51 3.71 Column Splice 0.313 F2 6.61 6.96 0.000 G1 13.23 55.00 0.188 F1 1.44 2.78 Rafter Splice 0.313 F2 6.61 6.96 0.313 F2 6.61 6.96 0.188 F1 1.44 2.78 LOAD COMBINATIONS: ------------------ -(Wind ) - Dead+Collateral+0.6Wind_Longl 9(Seismic) - 1.16Dead+0.78Seismic_Long Page 302 Of 330 U24RO307A Bracing Deflection --------------------------------------- 10101a Tlvj 0 KAN: I a 1:4 him000 :9a210m8tole 5 5/ 7/24 1:24pm --------------------------- Span/Deflect Wall Attach Deflection(in) ----Wind--- --Seismic-- Id Locate Wind Seismic Calc Limit Calc Limit 1 0.0 0.37 1.54 801 60 194 40 1 20.0 0.21 0.91 1349 60 307 40 1 40.0 0.01 0.08 22447 60 3076 40 WALL DEFLECTION AT EAVE: ------------------------ Span/Deflect Wall Wall Deflection(in) ----Wind--- --Seismic-- Id Height Wind Seismic Calc Limit Calc Limit ---- 2 ------ 21.7 ------------ 0.01 0.08 ----- ----- ----- ----- 22447 60 3076 40 4 25.0 0.37 1.54 801 60 194 40 -------------------------------------------------------------------------------- U24RO307A -------------------------------------------------------------------------------- Purlin Strut, Longitudinal Load 5/ 7/24 1:24pm Surf Brace Purl Bay Purlin Load -Axial(k )- Moment(f-k ) -Axl+Mom- Max Max Unbrace Id Locate Id Id Part Id Calc Limit Calc Limit Loc UC UC KL/R Minor 2 19.9 5 1 08Z060 1 1.90 8.89 0.43 3.74 MidS 0.33 0.33 73 6.3 2 0.39 8.89 0.43 3.74 MidS 0.16 0.16 73 6.3 3 1.42 8.89 -1.65 4.23 MidS 0.55 0.55 73 6.3 4 0.29 8.89 -1.65 4.23 MidS 0.42 0.42 73 6.3 5 1.42 8.89 -1.59 4.23 MidS 0.54 0.54 73 6.3 6 0.29 8.89 -1.59 4.23 MidS 0.41 0.41 73 6.3 7 1.90 8.89 1.18 3.74 MidS 0.53 0.53 73 6.3 8 0.39 8.89 1.18 3.74 MidS 0.36 0.36 73 6.3 9 4.41 8.89 -0.53 4.23 MidS 0.62 0.62 73 6.3 10 3.27 8.89 -1.16 4.23 MidS 0.64 0.64 73 6.3 11 4.41 8.89 -0.20 4.23 MidS 0.54 0.54 73 6.3 2 19.9 5 2 08ZO60 1 1.15 4.27 -0.42 4.78 LLap 0.36 0.36 99 10.0 Page 303 Of 330 2 0.39 4.27 -0.42 4.78 LLap 0.18 0.18 99 10.0 3 0.86 4.27 1.63 3.90 LLap 0.62 0.62 99 10.0 4 0.29 4.27 1.63 3.90 LLap 0.49 0.49 99 10.0 5 0.86 4.27 1.57 3.90 LLap 0.60 0.60 99 10.0 6 0.29 4.27 1.57 3.90 LLap 0.47 0.47 99 10.0 7 1.15 4.27 -1.17 4.78 LLap 0.51 0.51 99 10.0 8 0.39 4.27 -1.17 4.78 LLap 0.34 0.34 99 10.0 9 1.65 4.27 0.53 3.90 LLap 0.52 0.52 99 10.0 10 1.22 4.27 1.14 3.90 LLap 0.58 0.58 99 10.0 11 1.65 4.27 0.20 3.90 LLap 0.44 0.44 99 10.0 ------------------------------------------------------------------------------ 2 19.9 5 3 08Z060 1 1.15 4.27 -0.37 4.78 LLap 0.35 0.35 99 10.0 2 1.15 4.27 -0.37 4.78 LLap 0.35 0.35 99 10.0 3 0.86 4.27 1.43 3.94 RLap 0.56 0.56 99 10.0 4 0.86 4.27 1.43 3.94 RLap 0.56 0.56 99 10.0 5 0.86 4.27 1.37 3.94 LLap 0.55 0.55 99 10.0 6 0.86 4.27 1.37 3.94 LLap 0.55 0.55 99 10.0 7 1.15 4.27 -1.02 4.78 LLap 0.48 0.48 99 10.0 8 1.15 4.27 -1.02 4.78 LLap 0.48 0.48 99 10.0 # 9 3.87 4.27 0.46 3.94 LLap 1.02 1.02 99 10.0 10 2.88 4.27 1.00 3.94 LLap 0.93 0.93 99 10.0 11 3.87 4.27 0.17 3.94 LLap 0.95 0.95 99 10.0 - Increase Purlin Gage ---- 2 19.9 5 3 08Z067 1 1.15 4.96 -0.37 5.41 LLap 0.30 0.30 99 10.0 2 1.15 4.96 -0.37 5.41 LLap 0.30 0.30 99 10.0 3 0.86 4.96 1.43 4.62 RLap 0.48 0.48 99 10.0 4 0.86 4.96 1.43 4.62 RLap 0.48 0.48 99 10.0 5 0.86 4.96 1.37 4.62 LLap 0.47 0.47 99 10.0 6 0.86 4.96 1.37 4.62 LLap 0.47 0.47 99 10.0 7 1.15 4.96 -1.02 5.41 LLap 0.42 0.42 99 10.0 8 1.15 4.96 -1.02 5.41 LLap 0.42 0.42 99 Page 304 Of 330 10.0 10.0 10.0 10.0 ------------------------------- 2 19.9 5 4 08Z060 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 2 19.9 5 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 2 24.4 6 6.3 ( 20.0) 6.3 6.3 5 08Z060 1 08Z060 9 3.87 4.96 0.46 4.62 LLap 0.88 0.88 99 10 2.88 4.96 1.00 4.62 LLap 0.80 0.80 99 11 3.87 4.96 0.17 4.62 LLap 0.82 0.82 99 ---------------------------------------------- 1 0.39 4.27 -0.42 4.78 RLap 0.18 0.18 99 2 1.15 4.27 -0.42 4.78 RLap 0.36 0.36 99 3 0.29 4.27 1.63 3.90 RLap 0.49 0.49 99 4 0.86 4.27 1.63 3.90 RLap 0.62 0.62 99 5 0.29 4.27 1.57 3.90 RLap 0.47 0.47 99 6 0.86 4.27 1.57 3.90 RLap 0.60 0.60 99 7 0.39 4.27 -1.17 4.78 RLap 0.34 0.34 99 8 1.15 4.27 -1.17 4.78 RLap 0.51 0.51 99 9 1.65 4.27 0.53 3.90 RLap 0.52 0.52 99 10 1.22 4.27 1.14 3.90 RLap 0.58 0.58 99 11 1.65 4.27 0.20 3.90 RLap 0.44 0.44 99 1 0.39 8.89 0.43 3.74 MidS 0.16 0.16 73 2 1.90 8.89 0.43 3.74 MidS 0.33 0.33 73 3 0.29 8.89 -1.65 4.23 MidS 0.42 0.42 73 4 1.42 8.89 -1.65 4.23 MidS 0.55 0.55 73 5 0.29 8.89 -1.59 4.23 MidS 0.41 0.41 73 6 1.42 8.89 -1.59 4.23 MidS 0.54 0.54 73 7 0.39 8.89 1.18 3.74 MidS 0.36 0.36 73 8 1.90 8.89 1.18 3.74 MidS 0.53 0.53 73 9 4.41 8.89 -0.53 4.23 MidS 0.62 0.62 73 10 3.27 8.89 -1.16 4.23 MidS 0.64 0.64 73 11 4.41 8.89 -0.20 4.23 MidS 0.54 0.54 73 1 0.03 8.89 0.43 3.74 MidS 0.12 0.12 73 2 0.01 8.89 0.43 3.74 MidS 0.11 0.11 73 3 0.02 8.89 -1.65 4.23 MidS 0.39 0.39 73 4 0.00 8.89 -1.65 4.23 MidS 0.39 0.39 73 Page 305 Of 330 6.3 5 0.02 8.89 -1.59 4.23 MidS 0.38 0.38 6.3 6 0.00 8.89 -1.59 4.23 MidS 0.38 0.38 6.3 7 0.03 8.89 1.18 3.74 MidS 0.32 0.32 6.3 8 0.01 8.89 1.18 3.74 MidS 0.32 0.32 6.3 9 0.07 8.89 -0.53 4.23 MidS 0.13 0.13 6.3 10 0.05 8.89 -1.16 4.23 MidS 0.28 0.28 6.3 11 0.07 8.89 -0.20 4.23 MidS 0.06 0.06 6.3 2 24.4 6 2 08Z060 1 0.02 4.27 -0.42 4.78 LLap 0.09 0.09 10.0 ( 20.0) 2 0.01 4.27 -0.42 4.78 LLap 0.09 0.09 10.0 3 0.01 4.27 1.63 3.90 LLap 0.42 0.42 10.0 4 0.00 4.27 1.63 3.90 LLap 0.42 0.42 10.0 5 0.01 4.27 1.57 3.90 LLap 0.41 0.41 10.0 6 0.00 4.27 1.57 3.90 LLap 0.40 0.40 10.0 7 0.02 4.27 -1.17 4.78 LLap 0.25 0.25 10.0 8 0.01 4.27 -1.17 4.78 LLap 0.25 0.25 10.0 9 0.03 4.27 0.53 3.90 LLap 0.14 0.14 10.0 10 0.02 4.27 1.14 3.90 LLap 0.30 0.30 10.0 11 0.03 4.27 0.20 3.90 LLap 0.06 0.06 10.0 2 24.4 6 3 08Z060 1 0.02 4.27 -0.37 4.78 LLap 0.08 0.08 10.0 ( 20.0) 2 0.02 4.27 -0.37 4.78 LLap 0.08 0.08 10.0 3 0.01 4.27 1.43 3.94 RLap 0.37 0.37 10.0 4 0.01 4.27 1.43 3.94 RLap 0.37 0.37 10.0 5 0.01 4.27 1.37 3.94 LLap 0.35 0.35 10.0 6 0.01 4.27 1.37 3.94 LLap 0.35 0.35 10.0 7 0.02 4.27 -1.02 4.78 LLap 0.22 0.22 10.0 8 0.02 4.27 -1.02 4.78 LLap 0.22 0.22 10.0 9 0.06 4.27 0.46 3.94 LLap 0.13 0.13 10.0 10 0.05 4.27 1.00 3.94 LLap 0.26 0.26 10.0 11 0.06 4.27 0.17 3.94 LLap 0.06 0.06 10.0 2 24.4 6 4 08Z060 1 0.01 4.27 -0.42 4.78 RLap 0.09 0.09 73 73 73 73 73 73 73 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 Page 306 Of 330 10.0 ( 20.0) 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 2 24.4 6 6.3 ( 20.0) 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 -------------- U24R0307A -------------- 2 0.02 4.27 -0.42 4.78 RLap 0.09 0.09 3 0.00 4.27 1.63 3.90 RLap 0.42 0.42 4 0.01 4.27 1.63 3.90 RLap 0.42 0.42 5 0.00 4.27 1.57 3.90 RLap 0.40 0.40 6 0.01 4.27 1.57 3.90 RLap 0.41 0.41 7 0.01 4.27 -1.17 4.78 RLap 0.25 0.25 8 0.02 4.27 -1.17 4.78 RLap 0.25 0.25 9 0.03 4.27 0.53 3.90 RLap 0.14 0.14 10 0.02 4.27 1.14 3.90 RLap 0.30 0.30 11 0.03 4.27 0.20 3.90 RLap 0.06 0.06 5 08Z060 1 0.01 8.89 0.43 3.74 MidS 0.11 0.11 2 0.03 8.89 0.43 3.74 MidS 0.12 0.12 3 0.00 8.89 -1.65 4.23 MidS 0.39 0.39 4 0.02 8.89 -1.65 4.23 MidS 0.39 0.39 5 0.00 8.89 -1.59 4.23 MidS 0.38 0.38 6 0.02 8.89 -1.59 4.23 MidS 0.38 0.38 7 0.01 8.89 1.18 3.74 MidS 0.32 0.32 8 0.03 8.89 1.18 3.74 MidS 0.32 0.32 9 0.07 8.89 -0.53 4.23 MidS 0.13 0.13 10 0.05 8.89 -1.16 4.23 MidS 0.28 0.28 11 0.07 8.89 -0.20 4.23 MidS 0.06 0.06 ----------------------------------------------------------------- Eave Strut, Longitudinal ----------------------------------------------------------------- Load(Wall 2) 5/ 7/24 1:24pm Design -Axial_Calc- Wall Bay Eave Length Load Wind Seis Id Id Part (ft) Id (k ) (k ) ---- 2 --- 1 -------- 08E099 ----- 18.83 ---- 9 ----- 1.42 ----- 4.75 2 2 08E099 19.67 9 1.42 6.70 2 3 08E099 19.67 9 0.00 0.00 - Added Purlin Strut ---- 2 3 W08SB075 19.67 9 1.81 11.17 2 4 08E099 19.67 9 1.42 6.70 2 5 08E099 18.83 9 1.42 4.75 Axial Limit Max Max Unbrace_Len (k ) UC KL/r Major Minor ----- 40.26 ----- 0.12 ---- 0 ----- 0.0 ----- 0.0 40.26 0.17 0 0.0 0.0 40.26 0.00 0 0.0 0.0 38.10 0.29 80 19.7 19.7 40.26 0.17 0 0.0 0.0 40.26 0.12 0 0.0 0.0 99 99 99 99 99 99 99 99 99 99 73 73 73 73 73 73 73 73 73 73 73 Page 307 Of 330 U24RO307A Eave Strut, Longitudinal Load(Wall 4) 5/ 7/24 1:24pm --------------- Design-Axial-Calc- Axial Wall Bay Eave Length Load Wind Seis Limit Max Max Unbrace_Len Id Id Part (ft) Id (k ) (k ) (k ) UC KL/r Major Minor 4 5 08HE099 18.83 9 2.37 4.48 40.26 0.11 0 0.0 0.0 4 4 08HE099 19.67 9 2.37 6.03 40.26 0.15 0 0.0 0.0 4 3 08HE099 20.00 1 0.00 0.00 33.55 0.00 0 0.0 0.0 4 2 08HE099 19.67 9 2.37 6.03 40.26 0.15 0 0.0 0.0 4 1 08HE099 18.83 9 2.37 4.48 40.26 0.11 0 0.0 0.0 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- U24R0307A Strut Bolts 5/ 7/24 1:24pm -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- RAFTER CONNECTION: ------------------ Back SW Front SW Location Purlin Eave Strut Eave Strut Left EW Welded Clip Direct Bolt Direct Bolt RF Welded Clip Direct Bolt Direct Bolt Right EW Welded Clip Direct Bolt Direct Bolt EAVE STRUTS: ------------ Wall Frm_Line---- Bolt -Selected --- ---Bolt_Capacity(k )--- Dt_Bolt Id Id Type No. Type Dia Wshr Calc Shear Bear Ratio Id ---- --- ---- --- ----- ----- ---- ----- ----- ----- ------------ 2 1 EW 2 A325 0.500 1 4.75 10.60 8.32 0.57 77 2 2 RF 2 A325 0.500 1 6.70 10.60 8.32 0.81 77 2 3 RF 2 A325 0.500 1 6.70 10.60 8.32 0.81 77 2 4 RF 2 A325 0.500 1 6.70 10.60 8.32 0.81 77 2 5 RF 2 A325 0.500 1 6.70 10.60 8.32 0.81 77 2 6 EW 2 A325 0.500 1 4.75 10.60 8.32 0.57 77 4 1 EW 2 A325 0.500 1 4.48 10.60 8.32 0.54 83 4 2 RF 2 A325 0.500 1 6.03 10.60 8.32 0.73 83 4 3 RF 2 A325 0.500 1 6.03 10.60 8.32 0.73 83 4 4 RF 2 A325 0.500 1 6.03 10.60 8.32 0.73 83 4 5 RF 2 A325 0.500 1 6.03 10.60 8.32 0.73 83 4 6 EW 2 A325 0.500 1 4.48 10.60 8.32 0.54 83 PURLIN STRUTS AT EAVE: ---------------------- Surf Frm_Line Bay Brace----Bolt_Selected--- Load---Bolt_Capacity(k )--- Dt_Bolt Id Id Type Id Loc No. Type Dia Wshr Id Calc Shear Bear Ratio Id ---- --- ---- --- ----- --- ----- ----- ---- ---- ----- ----- ----- ------------ 2 3 40.00 2 A325 1.000 0 ## 1 11.17 42.41 107.3 0.26 104 PURLINS: ------Bolt_Capacity(k )------ Page 308 Of 330 Surf Frm Line Brace ----Bolt Selected --- Id Id Type Loc No. Type Dia Wshr 2 1 EW 19.93 4 A307 0.500 0 2 2 RF 19.93 4 A307 0.500 0 2 3 RF 19.93 4 A307 0.500 0 2 4 RF 19.93 4 A307 0.500 0 2 5 RF 19.93 4 A307 0.500 0 2 6 EW 19.93 4 A307 0.500 0 2 1 EW 24.42 4 A307 0.500 0 2 2 RF 24.42 4 A307 0.500 0 2 3 RF 24.42 4 A307 0.500 0 2 4 RF 24.42 4 A307 0.500 0 2 5 RF 24.42 4 A307 0.500 0 2 6 EW 24.42 4 A307 0.500 0 ##NOTE : Not standard bolt connection U24RO307A STRUT AT EAVE: -------------- Surf Bay Attach Id Id Locate 2 3 40.0 Strut Connections ---Shear--- --Bearing-- Dt_Bolt Calc Limit Calc Limit Ratio Id 4.99 10.60 4.41 7.56 0.58 71 4.99 10.60 3.34 15.12 0.47 71 4.99 10.60 3.87 16.88 0.47 71 4.99 10.60 3.87 16.88 0.47 71 4.99 10.60 3.34 15.12 0.47 71 4.99 10.60 4.41 7.56 0.58 71 0.08 10.60 0.07 7.56 0.01 71 0.08 10.60 0.05 15.12 0.01 71 0.08 10.60 0.02 15.12 0.01 71 0.08 10.60 0.06 15.12 0.01 71 0.08 10.60 0.03 15.12 0.01 71 0.08 10.60 0.07 7.56 0.01 71 5/ 7/24 1:24pm Strut -------Plate------ ---------- Bolts ---------- Part Type Width Thick Type Dia Gage Row Quan W08SBO75 SB 6.3 0.500 A325 1.000 2.5 1 2 U24RO307A Roof Panel Zones 5/ 7/24 1:24pm PANEL: Tensile Thick Yield Strength Part (in) (ksi ) (ksi ) -------- -------------------- CFR24- 0.022 50.00 65.00 PANEL ZONE LAYOUT: ------------------ Surf ------Zone------ ---Locate(ft)-- Id Id Description Start End ---- 2 -- 1 ------------- Interior ------- 0.00 ------- 100.00 2 3 Lt edge 0.00 8.00 2 4 Top edge 16.00 84.00 2 5 Rt edge 92.00 100.00 2 6 Bot edge 8.00 92.00 2 7 Lt top corner 0.00 16.00 2 8 Rt top corner 84.00 100.00 2 9 Rt bot corner 92.00 100.00 2 10 Lt bot corner 0.00 8.00 BASE SCREWS: ------------ Dia Washer Limit Purlin(ft,in)- Panel --Surface(ft)-- Bay Load Min Zone Offsetl Offset2 Id Id Width Thick (ft) ------- 0.00 ------- 40.14 --- 5 --- 2 ----- 4.50 ----- 0.060 ----- 4.50 4.99 32.14 1 2 4.50 0.060 4.50 0.00 4.99 5 1 3.25 0.105 4.50 4.99 32.14 5 2 4.50 0.060 4.50 36.14 40.14 5 9 3.32 0.060 4.50 0.00 4.99 1 1 3.25 0.105 4.50 0.00 4.99 5 1 3.25 0.105 4.50 32.14 40.14 5 8 4.50 0.060 4.50 32.14 40.14 1 8 4.50 0.060 4.50 Page 309 Of 330 Part (in) (in) (k ) H1045 0.22 0.44 2.80 BASE SCREW CHECK: ----------------- Base Screw Force/Screw Shear Wall Length Space Wind Seis Limit Max Id (ft) (ft) (k ) (k ) (k ) UC 2 40.00 1.00 0.060 0.272 0.212 Panel Shear Not Used 4 0.00 Base Shear Not Available ------------------------------------------ U24RO307A Extension Panel Zones PANEL: Tensile --Extend- Thick Yield Strength Id Side Part (in) (ksi ) (ksi ) 1 Roof CFR24- 0.022 50.00 65.00 PANEL ZONE LAYOUT: ------------------ --Extend - ------Zone---------Locate(ft)-- Id Side Id Description Start End 1 Roof 1 Interior 16.00 84.00 1 Roof 2 Lt edge 0.00 16.00 1 Roof 3 Rt edge 84.00 100.00 U24RO307A Weight Summary 5/ 7/24 1:24pm -Purlin(ft,in)- Panel Bay Load Span Id Id Width Thick (ft) 1 1 1.51 0.060 1.51 1 1 1.51 0.060 1.51 1 1 1.51 0.060 1.51 Weight Description (psf Roof Purlins = 3150.11 Extension Purlins = 270.93 Eave Struts = 1128.60 Extension Eave Struts = 283.37 Struts = 171.00 Roof Bracing = 286.28 Wall Bracing = 396.96 Wind Bents = 3547.09 Strapping = 150.99 Total = 9385.32 U24RO307A Warning Summary .. No Warnings 5/ 7/24 1:24pm 5/ 7/24 1:24pm Page 310 Of 330 *U24R0307A Rigid Frame Design Input 5/ 7/24 10:45am *------------------------------------------------------------------------------ *( 1)JOBID: 'U24R0307A' *( 2)FRAME DESIGN OPTIONS: *--Frame- ------- Frame -Space ------- Section Web _Stiffener P *Id Type L_Col R_Col Rafter Space Use Ratio Side Delta 1 'RF ' 20.0000 20.0000 20.0000 2.0000 'N' 0.00 'Y ' 'DA' *( 3)FRAME LINES: *No. Line Id 4 2 3 4 5 *( 4)OPTIMIZATION OPTIONS: *Plate Depth Frame-L_Col_Depth_Opt--R_Col_Depth_Opt- Rafter -Depth -Opt * Opt Opt Sym Typ Min Max Typ Min Max Typ Min Max 'N' 'N' 'N' 'T ' 12.00 58.00 'T ' 12.00 58.00 'T ' 12.00 58.00 *( 5)DESIGN CODE: *Design --- Steel -Code --- ---Build--- Code Seismic * Code Cold Hot Country Code Year Label Zone 'WS ' 'NAUS16 ' 'AISC16' ' ----' 'IBC ' 121' 'IBC 21 ' 'D ' *( 6)DESIGN CONSTANTS: * * ----Stress-Ratio---- Frame Col EP BP 1.00 1.00 1.00 1.00 --- Strength -Factor --- --- Seismic --- Wind Frame SpcEP 1.0000 1.0000 1.2000 *( 7)STEEL YIELDS: * Web Flg C_Sec W_Sec R_Sec P_Sec T_Sec U_Sec EP BP 55.0 55.0 55.0 55.0 50.0 42.0 46.0 50.0 55.0 55.0 *( 8)DEFLECTION LIMITS: * ------Vertical------------Horizontal------- -Weak-Axis- Live Wind Total Total Seis Crane Floor Wind Seis 180.0 180.0 150.0 60. 40.0 100.0 0.0 60.0 40.0 *( 9)REPORTS: * Input Design End Base Revise Action Sec Flange Segment Unbrc Floor Diag * Echo Summary Plate Plate Input Stress Prop Brace Displ. Len React Brace 'Y' 'Y' 14' 'Y' 'Y' 'N' 'N' 'N' 'N' 'N' 'N' 'N' *(10)BUILDING LAYOUT: * -----------Wall----------- * Type Width Length Type Opt Start Length 'FF-' 40.0000 100.0000 '-' '-' 0.0000 40.0000 *(11)SURFACE SHAPE: * No. X_Coord Y_Coord Offset 3 0.0000 25.0000 8.000 40.0000 21.6667 8.000 40.0000 0.0000 8.000 *(12)MEMBER DEPTHS: *Surf ----Depth------Interior_Depth- Page 311 Of 330 * Id Start End No. Locate Depth 1 12.000 24.000 0 2 30.000 30.000 2 14.1386 13.500 26.1386 13.500 3 24.000 12.000 0 *(13)MEMBER SPLICES: *Surf * Id No. Locate Type 1 0 2 1 0.0000 'VEE ' 3 1 0.0000 'VEE ' *(14)SEGMENT PLATES: * Surf Mem ---Segment-- Member Flange ----Plate_Thickness--- *No. Id Id Id Length Part Width Web OS_Flg IS_Flg 5 1 1 1 0.0000 '-------- ' 6.000 0.1875 0.2500 0.3125 2 2 2 0.0000 6.000 0.1500 0.3125 0.2500 2 3 3 0.0000 '-------- ' 6.000 0.1500 0.2500 0.2500 2 4 4 0.0000 6.000 0.1500 0.3125 0.2500 3 5 5 0.0000 '-------- ' 6.000 0.1875 0.2500 0.3125 *(15)INTERIOR COLUMNS: * --------Column------- Cap Rafter Unbrace_Length ----Column--- * No. Id Typ Rot Locate Conn Opt Major Minor Set Part 0 *(16)INTERIOR COLUMN PLATES: * -Column- -----Depth---- No. Start---Web_Depth-- Web Flg --Thickness-- * Id Shape Min Max Mem Locate Start End Thick Width OS_Flg IS_Flg *(17)INTERIOR COLUMN SPLICES: * Col * No. Id Id Locate Type 0 *(18)BASE & WALL OPTIONS: *----------Base---------- Open Brace * Id Conn Opt Elev Height Opt 1 'P ' '-' 0.0000 0.0000 '-' Left Column 2 'P ' '-' 0.0000 0.0000 '-' Right Column *(19)BASE DISPLACEMENT: *Base * Id Opt Dir Displace 0 '-' '-' 0.000 *(20)BASE SPRINGS: * Base --Spring-Constants-- No. Id Elev Horz Vert Rotate 0 *(21)WALL GIRT: *Surf Bay * Id Type Part Depth Proj Lap Id No. Locate Type 1 'ZB' 108ZO60 1 8.000 0.000 1.9375 5 4 7.5000 'ZB' 14.0000 'ZB' 17.3333 'ZB' 23.9167 'ZB' Page 312 Of 330 3 'ZB' '08C060 8.000 0.000 1.1875 3 4 7.5000 'ZB' 14.0000 'ZB' 16.0000 'ZB' 19.0833 'ZB' *(22)ROOF PURLIN DESIGN: *Surf * Id Type Part Depth Proj Lap 2 'ZB' 108ZO60 1 8.000 0.000 1.1875 *(23)ROOF PURLINS: *Surf Peak * Id Space No. Locate 2 2.1390 9 1.9996 6.4996 10.9996 15.4996 19.9996 24.4996 28.9996 33.4996 37.9996 *(24)FLANGE BRACE: *Surf Locate Side * Id No. Id Opt 1 4 1 'N' 2 '1' 3 ' 2 ' 4 'N' 2 9 1 '2' 2 Ill 3 'N' 4 Ill 5 'N' 6 Ill 7 'N' 8 '1' 9 ' 2 ' 3 4 1 '1' 2 Ill 3 ' 2 ' 4 'N' *(25)COLUMN ADDITIONAL BRACE LOCATIONS: * Col -Minor- *No. Id Height Major Out In 0 *(26)EXTENSIONS: *Surf ----Horizontal-Size ---- -----Vertical-Size ----- Load * Id No. Id Type Opt Elev Width Slope Elev Height Slope Width 1 1 1 'EE' '-' 25.0000 3.0000 -1.000 0.0000 0.0000 0.000 20.0000 3 0 *(27)LOAD GROUPS: * Group *No. Id Description 1 '-' 'Standard ' *(28)BASIC LOADS: * ---Deflection--- *Group Dead Coll Live Snow Rain Basic Load -Ratio Temp * Id Load Load Load Load Load Wind Snow Wind Seis Change 11 4.00 5.00 20.00 19.25 0.00 23.73 1.00 0.60 1.00 0.0 Page 313 Of 330 *(29)BASIC LOADS AT EAVE: *Group Seis --Torsion---EW_Brace-- --Extension--Additional- Id Load Wind Seis Wind Seis Wind Seis Wind Seis '-' 2.99 0.00 5.20 3.25 4.00 0.00 0.00 0.00 0.00 *(30)WIND COEFFICIENT: *Group Surf---Wind_1-----Wind_2-----Wind_3-----Wind_4-- Long -Wind Surface * Id Id Left Right Left Right Left Right Left Right 1 2 Friction '-' 1 0.22 -0.53 0.58 -0.13 0.00 0.00 0.00 0.00 -0.63 -0.63 0.00 '-' 2 -0.55 -0.87 -0.19 -0.51 0.00 0.00 0.00 0.00 -0.55 -0.87 0.00 '-' 3 -0.47 0.25 -0.11 0.66 0.00 0.00 0.00 0.00 -0.63 -0.63 0.00 *(31)LONGITUDINAL & WEAK AXIS BRACING LOADS: *Group ----Wind----- ---Seismic--- -Weak-Axis- Id Horz Vert Horz Vert Wind Seis '-' 0.00 0.00 0.00 0.00 0.00 0.00 Left Column '-' 4.08 4.01 16.59 16.32 0.00 0.00 Right Column *(32)LOAD COMBINATIONS - STRENGTH: * -----------------------------------------------------Load Coefficients------------------ ------------------------------------ * Load Group ---Live----Add-Snow- --Wind_1----Wind_2-- --Wind_3----Wind_4-- Long_Wind --Seismic- Aux _Load *No. Id Id Dead Coll Roof Floor Snow Drift Slide Rain Lt Rt Lt Rt Lt Rt Lt Rt 1 2 Long Tran Temp Id Coeff 56 1 '-' 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 2 '-' 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 3 '-' 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 4 '-' 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 5 '-' 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 6 '-' 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 7 '-' 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 8 '-' 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 9 '-' 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 10 '-' 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 11 '-' 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 12 '-' 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 13 '-' 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 14 '-' 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 15 '-' 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 16 '-' 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 Page 314 Of 330 17 '-' 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0 0.00 18 '-' 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00 0.00 0.00 0 0.00 19 '-' 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 20 '-' 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00 0.00 0 0.00 21 '-' 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 22 '-' 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 23 '-' 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 24 '-' 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 25 '-' 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 26 '-' 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0.00 0 0.00 27 '-' 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 28 '-' 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0 0.00 29 '-' 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 30 '-' 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 31 '-' 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 32 '-' 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 33 '-' 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 34 '-' 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0.00 0 0.00 35 '-' 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 36 '-' 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0 0.00 37 '-' 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 38 '-' 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 39 '-' 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 40 '-' 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 41 '-' 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0 0.00 42 '-' 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00 0.00 0.00 0 0.00 43 '-' 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 44 '-' 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00 0.00 0 0.00 45 '-' 1.16 1.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0 0.00 46 '-' 1.16 1.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0 0.00 Page 315 Of 330 47 '-' 1.16 1.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0.00 0 0.00 48 '-' 1.16 1.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0.00 0 0.00 49 '-' 1.12 1.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0.00 0 0.00 50 '-' 1.12 1.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.52 0.00 0 0.00 51 '-' 1.12 1.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0.00 0.00 0 0.00 52 '-' 1.12 1.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.52 0.00 0.00 0 0.00 53 '-' 0.44 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0 0.00 54 '-' 0.44 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0 0.00 55 '-' 0.44 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0.00 0 0.00 56 '-' 0.44 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0.00 0 0.00 *(33)LOAD COMBINATIONS - DEFLECTION: * -----------------------------------------------------Load Coefficients------------------ ------------------------------------ * Load Group ---Live----Add-Snow- --Wind_1----Wind_2-- --Wind_3----Wind_4-- Long_Wind --Seismic- Aux _Load *No. Id Id Dead Coll Roof Floor Snow Drift Slide Rain Lt Rt Lt Rt Lt Rt Lt Rt 1 2 Long Tran Temp Id Coeff 30 57 '-' 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 58 '-' 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 59 '-' 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 60 '-' 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 61 '-' 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 62 '-' 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 63 '-' 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 64 '-' 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 65 '-' 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 66 '-' 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 67 '-' 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 68 '-' 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 69 '-' 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 70 '-' 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 71 '-' 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 72 '-' 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 Page 316 Of 330 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 73 '-' 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 74 '-' 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 75 '-' 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0 0.00 76 '-' 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.00 0.00 0.00 0.00 0.00 0 0.00 77 '-' 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0 0.00 78 '-' 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.00 0.00 0.00 0.00 0 0.00 79 '-' 1.16 1.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0 0.00 80 '-' 1.16 1.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0 0.00 81 '-' 1.12 1.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0.00 0 0.00 82 '-' 1.12 1.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.52 0.00 0 0.00 83 '-' 0.44 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0 0.00 84 '-' 0.44 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0 0.00 85 '-' 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0 0.00 86 '-' 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.00 0.00 0 0.00 *(34)LOAD COMBINATIONS - SPECIAL: * -----------------------------------------------------Load Coefficients------------------ ------------------------------------ * Load Group ---Live----Add_Snow- --Wind_1----Wind_2----Wind_3----Wind_4-- Long_Wind --Seismic- Aux_Load *No. Id Id Use Code Dead Coll Roof Floor Snow Drift Slide Rain Lt Rt Lt Rt Lt Rt Lt Rt 1 2 Long Tran Temp Id Coeff 24 87 '-' 'EP' '---- 1.16 1.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.62 0.00 0 0.00 88 '-' 'EP' '---------' 1.16 1.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.62 0.00 0 0.00 89 '-' 'EP' '---------' 1.16 1.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.62 0.00 0.00 0 0.00 90 '-' 'EP' '---------' 1.16 1.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.62 0.00 0.00 0 0.00 91 '-' 'EP' '---------' 1.12 1.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.21 0.00 0 0.00 92 '-' 'EP' '---------' 1.12 1.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.21 0.00 0 0.00 93 '-' 'EP' '---------' 1.12 1.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.21 0.00 0.00 0 0.00 94 '-' 'EP' '---------' 1.12 1.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.21 0.00 0.00 0 0.00 95 '-' 'EP' '---------' 0.44 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.62 0.00 0 0.00 96 '-' 'EP' '---------' 0.44 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.62 0.00 0 0.00 97 '-' 'EP' '---------' 0.44 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.62 0.00 0.00 0 0.00 Page 317 Of 330 98 '-' 'EP' '---------' 0.44 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.62 0.00 0.00 0 0.00 99 '-' 'BP' '---------' 1.16 1.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.62 0.00 0 0.00 100 '-' 'BP' '---------' 1.16 1.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.62 0.00 0 0.00 101 '-' 'BP' '---------' 1.16 1.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.62 0.00 0.00 0 0.00 102 '-' 'BP' '---------' 1.16 1.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.62 0.00 0.00 0 0.00 103 '-' 'BP' '---------' 1.12 1.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.21 0.00 0 0.00 104 '-' 'BP' '---------' 1.12 1.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.21 0.00 0 0.00 105 '-' 'BP' '---------' 1.12 1.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.21 0.00 0.00 0 0.00 106 '-' 'BP' '---------' 1.12 1.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.21 0.00 0.00 0 0.00 107 '-' 'BP' '---------' 0.44 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.62 0.00 0 0.00 108 '-' 'BP' '---------' 0.44 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.62 0.00 0 0.00 109 '-' 'BP' '---------' 0.44 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.62 0.00 0.00 0 0.00 110 '-' 'BP' '---------' 0.44 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.62 0.00 0.00 0 0.00 *(35)AUXILIARY LOAD: * No. Add --Add Comb - *No. Id Name Loads Id Coeff 1 1 'MIN SNOW 2 1 1.00 9 1.30 *(36)ADDITIONAL LOADS: * Add Group Loc Basic Load Fx Fy Mom Dx Dy Conc *No. Id Id Id Load Type Wl W2 Co D11 D12 Dist 9 1 '-' 2 'U SNOW T 'D ' -0.497 -0.497 -0.083 0.0000 40.1386 2 '-' 1 'DEAD T 'C ' 0.000 -0.902 1.803 0.0000 25.0000 3 '-' 1 'LIVE T 'C ' 0.000 -1.600 3.200 0.0000 25.0000 4 '-' 1 'SNOW T 'C ' 0.000 -2.055 4.033 0.0000 25.0000 5 '-' 1 'WINDLI T 'C ' 0.165 3.979 -7.990 0.0000 25.0000 6 '-' 1 'WINDRI T'C ' 0.044 3.527 -7.796 0.0000 25.0000 7 '-' 1 'WINDL2 T 'C ' 0.165 3.979 -7.990 0.0000 25.0000 8 '-' 1 'WINDR2 T 'C ' 0.044 3.527 -7.796 0.0000 25.0000 9 '-' 1 'U SNOW T 'C ' 0.000 -2.055 4.033 0.0000 25.0000 *(37)STEPPED LOAD COEFFICIENTS: * Group Basic Loc No. ---- Step_1--- ---- Step_2--- ----Step_3--- *No. Id Load Id Step Locate Coef Locate Coef Locate Coef 0 *(38)FLOOR BEAMS: *Bay Con -Type Con-Loc --Properties-- Id No. Id Height Lt Rt Lt Rt Area Ixx 1 0 *(39)DIAGONAL BRACING: *Bay Page 318 Of 330 * Id No. Id Level Opt Area 1 0 *(40)CRANE BRACKET: * Span ----Crane---- ----Beam---- ----Offset---- -----Bracket------ Col -Sup *No. Id Lt Rt Type Height Depth Width Left Right Type Opt Select Lt Rt Load 0 *(41)DESIGN PLATES: * ----Plate--- --Plate_Size- Bolt Bolt ----Top--- --Bottom-- Bolt *No. Type Id Width Thick Dia Gage Row Space Row Space Gage2 4 'FLG_KNEE' 1 6.00 0.6250 0.000 0.00 0 0.00 0 0.00 0.00 'FLG KNEE' 2 6.00 0.6250 0.000 0.00 0 0.00 0 0.00 0.00 'BASE 1 1 8.00 0.5000 1.000 0.00 0 0.00 0 0.00 0.00 'BASE 1 2 8.00 0.5000 1.000 0.00 0 0.00 0 0.00 0.00 *(42)ENDWALL COLUMNS: *Wall Expand _EW Max_Deflect * Id Use Offset No. Locate Offset Option Down Up 1 'N ' 0.000 0 3 'N ' 0.000 0 * ( 4 3) JACK BEAMS: * S rin p g_Constant *No. Id Offset Height Length Part Horz Vert 0 *(44)LINER: *--- Wall_Height--- * F_SW B_SW Roof 0.0000 0.0000 'N' *(45)ADDITIONAL COLUMNS: *No. Id Type Rot Opt Part Elev 0 *(46)DESIGN CODE OPTIONS: *No. Event Condition 0 *AUXILIARY LOAD DESCRIPTIONS: * Aux * Id Description * 1 Minimum snow load * *ADDITIONAL LOAD DESCRIPTIONS: * Add * Id Description * 1 Minimum snow load surface2 * 2 Extension Id 1, Surface Id 1, Dead = 10.00 * 3 Extension Id 1, Surface Id 1, Live = 20.00 * 4 Extension Id 1, Surface Id 1, Snow = 19.25 * 5 Extension Id 1, Surface Id 1, Windl Left = -32.99 * 6 Extension Id 1, Surface Id 1, Windl Right = -8.78 * 7 Extension Id 1, Surface Id 1, Wind2 Left = -32.99 * 8 Extension Id 1, Surface Id 1, Wind2 Right = -8.78 * 9 Auxiliary - Extension Id 1, Surface Id 1, Snow = 19.25 * * Code files used: Page 319 Of 330 * IBC.21 * RF IBC.21 Version 4.0 * *DS RFDEP.Siz *Surface Span --Required- Id Id Type Span * 1 1 W 25.0 * 2 1 S 40.0 * 3 1 W 21.7 ----------- Selected ---------- Type Span #Depth #Splice No record selected S 40.0 2 0 No record selected * Frame Symmetry Changed to 'N' due to: * # of Surfaces * * Calculated Seismic Mass, W = 13.33 k U24RO307A Frame 1 - Design Code STRUCTURAL CODE: ---------------- Design Basis : WS - Working Stress Hot Rolled Steel : AISC16 Cold Formed Steel : NAUS16 BUILDING CODE: -------------- Wind Code : IBC 21 Seismic Zone : D MODULUS OF ELASTICITY: ---------------------- Hot Rolled Steel : 29000 (ksi ) Cold Formed Steel : 29500 (ksi ) U24RO307A Frame 1 - Base Plates and Anchor Bolt ---------------------------------------------------------- ---------------------------------------------------------- DESIGN CONSTANTS: ----------------- Base Plate Yield = 55.00 (ksi ) Concrete Bearing = 1.10 (ksi ) Bolt Type = GR36 Bolt Shear Stress = 13.05 (ksi ) Bolt Tension Stress = 21.75 (ksi ) BASE PLATE & BOLT SIZE: ----------------------- 5/ 7/24 10:48am ---------------- 5/ 7/24 10:48am Max --- Column_Base(in)--- --Plate_Size(in)-- ----Bolts(GR36 )---- Req Req Bolt Id Typ Depth Elev Width Length Thick Dia Row Space Gage Thick Dia UC Left P 12.6 0.0 8.0 12.56 0.500 0.750 2 3.00 3.00 0.312 0.520 0.48 Right P 12.6 0.0 8.0 12.56 0.500 1.000 2 4.00 4.00 0.355 0.952 0.91 BASE REACTIONS: Page 320 Of 330 Max Tension+Shear Max Shear+Tension Column -Max _Comp- Tens Shear -Max _Shear Shear Tens Id Ld Fy (k ) Ld Fy (k ) Fx (k ) Ld Fx (k ) Ld Fx (k ) Fy (k ) ------ Left --- ------ 7 18.6 --- 37 ------ -6.4 ------ 3.4 --- ------ 100b 8.0 --- ------ 107b 7.4 ------ -7.7 Right 48 14.1 55 -8.3 11.8 101b 27.5 47 12.0 -4.2 WELDS: b)Loads shown are full loads. Design results are adjusted for seismic strength factor (1.200) Outside_Flange_To_Base Base Shear(k/in ) Id ----- Size Typ Calc Limit ----- --- ----- ----- Left 0.188 F1 0.54 4.18 Right 0.188 F1 0.69 4.18 LOAD COMBINATIONS: Inside_Flange_To_Base Shear(k/in ) Size Typ Calc Limit ----- --- ----- ----- 0.188 F1 0.54 4.18 0.188 F1 0.69 4.18 7 Dead+Collateral+MIN_SNOW 37 0.6Dead+0.6Wind Leftl 47 1.16Dead+1.16Collateral+0.7Seismic_Long 48 1.16Dead+1.16Collateral-0.7Seismic_Long 55 0.44Dead+0.7Seismic_Long 100 1.16Dead+1.16Collateral+1.62Seismic R 101 1.16Dead+1.16Collateral+1.62Seismic_Long 107 0.44Dead+1.62Seismic L ----- Web_To_Base----- Shear(k/in ) Size Typ Calc Limit ----- --- ----- ----- 0.250 F1 0.67 4.45 0.250 F1 2.29 4.45 ---------------------------------------------- U24RO307A Frame 1 - Bolted -End -Plates 5/ 7/24 10:48am -------------------------------------------------------------------------------- DESIGN CONSTANTS: ----------------- Splice Yield Bolt Type Bolt Shear Stress Bolt Tension Stress = 55.00 (ksi ) = A325 Pre -Tensioned = 27.00 (ksi ) = 45.00 (ksi ) PLATE SIZE: Splice Member Web Splice(in)-----------------Bolts(A325 )----------------- Id Typ Locate Depth Width Thick Dia Gage Gage2 RowT Spacer RowB SpaceB RowI -- --- ------ ----- ----- ----- ----- ----- ----- ---- ------ ---- ------ ---- 1 VEE 1- 2 30.00 6.0 0.625 0.750 3.50 3.50 2 3.88 2 3.88 0 2 VEE 4- 5 30.00 6.0 0.625 0.750 3.50 3.50 2 3.88 2 3.88 0 PLATE DESIGN: ------------- -------Max-Moment ------ -------Max-Shear ------ Splice Ten Load Axial Shear Moment Load Axial Shear Moment Req Req Bolt Id Typ Loc Id (k ) (k ) (f-k ) Id (k ) (k ) (f-k ) Thick Dia UC 1 VEE Top 88b 0.0 13.5 179.8 7 3.6 12.4 77.0 0.515 0.713 0.91 Bot 95b 0.7 -8.5 -147.7 95b 0.7 -8.5 -147.7 0.467 0.646 0.74 Page 321 Of 330 2 VEE Top 87b 1.7 -13.4 188.5 8 3.6 -11.9 56.4 0.524 0.726 0.94 Bot 96b -1.0 8.5 -161.7 96b -1.0 8.5 -161.7 0.492 0.680 0.82 b)Loads shown are full loads. Design results are adjusted for seismic strength factor (1.200) Splice Thick Dia_Required Id Typ Req Top Bot 1 VEE 0.52 0.713 0.646 2 VEE 0.52 0.726 0.680 WELDS: Outside_Flange_To_Bep Splice Shear(k/in ) Id Side Size Typ Calc Limit -- ---- ----- --- ----- ----- 1 L 0.313 F2 6.09 8.35 1 R 0.250 F2 6.07 6.68 2 L 0.250 F2 6.36 6.68 2 R 0.313 F2 6.38 8.35 ---Unity_Check--- EP Bolt Bolt Bend Top Bot 0.68 0.91 0.74 0.70 0.94 0.82 Inside_Flange_To_Bep Shear(k/in ) Size Typ Calc Limit ----- --- ----- ----- (a) G1 9.85 66.00 0.188 F2 4.99 5.01 0.250 F2 5.46 6.68 (a) G1 10.78 66.00 (a)Full penetration groove weld LOAD COMBINATIONS: ------------------ 7 Dead+Collateral+MIN_SNOW 8 Dead+Collateral+MIN_SNOW 87 1.16Dead+1.16Collateral+1.62Seismic_L 88 1.16Dead+1.16Collateral+1.62Seismic R 95 0.44Dead+1.62Seismic_L 96 0.44Dead+1.62Seismic R ----- Web_To_Bep------ Shear(k/in ) Size Typ Calc Limit ----- --- ----- ----- 0.188 F1 0.45 3.34 0.188 F1 0.45 3.34 0.188 F1 0.45 3.34 0.188 F1 0.45 3.34 ---------------------------------------------------------------- U24RO307A Frame 1 - Bearing Stiffeners 5/ 7/24 10:48am --------------- ----------------------------------- Stiffener Yield = 50.0 (ksi ) STIFFENER SIZE: --------------- ----Stiffener--- --Web(in)-- ----Stiffener_Size(in)--- Location Offset Depth Thick Width Thick Length No. Lt Col 0.0 24.00 0.188 3.00 0.250 23.80 1 Rt Col 40.0 24.00 0.188 3.00 0.250 23.80 1 STIFFENER DESIGN: ----Tension(k )-----Compression(k )- Max Location Load Calc Limit Load Calc Limit UC -------- ---- ----- ----- ---- ----- ----- ---- Lt Col 53 15.7 44.9 46 23.9 71.2 0.35 Rt Col 54 17.8 44.9 45 24.4 71.2 0.40 WELDS: --- Stiff_To_Flg/EP--- -----Stiff_To_Web---- Page 322 Of 330 Stiffener Shear(k/in ) Location Size Typ Calc Limit Lt Col 0.250 F1 2.62 5.57 Rt Col 0.250 F1 2.97 5.57 LOAD COMBINATIONS: ------------------ 45 1.16Dead+1.16Collateral+0.7Seismic_L 46 1.16Dead+1.16Collateral+0.7Seismic R 53 0.44Dead+0.7Seismic L 54 0.44Dead+0.7Seismic R ---------------- ---------------- U24R0307A DESIGN CONSTANTS: Flange Brace Yield Girt/Purlin Yield Flange Brace Bolt Bolt Shear Stress Frame 1 - Flange Braces = 55.00 ksi = 55.00 ksi = A325 (2 Washers) = 27.00 ksi Shear(k/in ) Size Typ Calc Limit 0.188 F1 0.50 2.78 0.188 F1 0.51 2.78 Flange Brace Force Inside flange, max of bending compression & axial 5/ 7/24 10:48am ---------------- LAYOUT: Surf Seg Web Brace Angle Design ----- Bolt_Dia----- --Attachment- Id Loc Side Part Id Depth Offset Deg Length Frame Purlin Clip Frame Purlin Ref ---- --- ---- -------- --- ----- ------ ----- ------ ----- ------ ----- ------ ------ 1 2 1 L2525105 1 19.79 29.25 53.9 32.50 0.500 0.500 Clip Web 3 2 L2525105 1 21.64 29.25 51.3 33.63 0.500 0.500 Clip Web 2 2 1 L2525105 2 24.78 29.25 47.3 35.71 0.500 0.500 Clip Web 4 1 L2525105 3 13.50 29.25 63.9 29.24 0.500 0.500 Clip Web 6 1 L2525105 3 13.50 29.25 63.9 29.24 0.500 0.500 Clip Web 8 1 L2525105 4 24.00 29.25 48.2 35.19 0.500 0.500 Clip Web 3 1 1 L2525105 5 16.82 29.25 58.3 30.84 0.500 0.500 Clip Web 2 1 L2525105 5 20.99 29.25 52.2 33.22 0.500 0.500 Clip Web 3 2 L2525105 5 22.27 29.25 50.5 34.02 0.500 0.500 Clip Web DESIGN: Surf Load(f-k ) Force-Brace_UC- ---Connection_UC--- Id Loc Id Moment (k ) Comp Tens Frame Purlin Clip ---- 1 --- 2 ---- ------ 46 59.1 ----- ---- ---- 0.38 0.11 0.08 ----- ------ 0.07 ---- 0.15 3 46 73.1 0.21 0.06 0.04 0.04 0.09 2 2 46 64.3 0.29 0.09 0.06 0.06 0.12 4 54 14.3 0.11 0.03 0.02 0.02 0.05 6 37 18.5 0.15 0.04 0.03 0.03 0.06 8 45 61.3 0.29 0.09 0.06 0.06 0.12 3 1 45 37.2 0.28 0.08 0.06 0.05 0.11 2 45 69.5 0.42 0.12 0.09 0.08 0.17 3 45 79.4 0.22 0.07 0.05 0.04 0.09 Page 323 Of 330 LOAD COMBINATIONS: ------------------ 37 0.6Dead+0.6Wind_Leftl 45 1.16Dead+1.16Collateral+0.7Seismic L 46 1.16Dead+1.16Collateral+0.7Seismic_R 54 0.44Dead+0.7Seismic R U24RO307A Frame 1 - Web To Flange Weld 5/ 7/24 10:48am ---Web_Flange_Weld--- Surf Mem Seg Sec Load Shear Ixx Q Shear(k/in ) Id Id Id Id Id (k ) (in4) Flg (in3) Size Typ Calc Limit 1 1 1 1 46 4.2 153 Out 9.8 0.188 F1 0.27 2.78 In 10.8 0.188 F1 0.30 2.78 2 2 2 27 46 5.6 190 Out 12.0 0.188 F1 0.35 2.78 In 11.0 0.188 F1 0.33 2.78 2 3 3 28 46 5.6 173 Out 10.3 0.188 F1 0.34 2.78 In 10.3 0.188 F1 0.34 2.78 2 4 4 38 45 5.1 190 Out 12.0 0.188 F1 0.32 2.78 In 11.0 0.188 F1 0.30 2.78 3 5 5 63 21 5.0 153 Out 9.8 0.188 F1 0.32 2.78 In 10.8 0.188 F1 0.35 2.78 LOAD COMBINATIONS: ------------------ 21 Dead+Collateral+0.75Live+0.45Wind Leftl 45 1.16Dead+1.16Collateral+0.7Seismic L 46 1.16Dead+1.16Collateral+0.7Seismic R ------------------------------ U24RO307A Frame 1 - Special Segments 5/ 7/24 10:48am -------------------------------------------------------------------------------- FLANGE PLATE: --Initial-- Width Thick Locate (in) (in) ------ ----- ----- Lt Col 6.0 0.250 Rt Col 6.0 0.250 ---Final--- Width Thick (in) (in) 6.0 0.625 6.0 0.625 WEB PLATE: Calc ---Initial-- ------ Final ------ ------ Actions ----- Web Web Shear Web Shear Axial Moment Shear Thick Limit Thick Limit Locate Id (k ) (f-k ) (k ) (in) (k ) (in) (k ) UC Note ------ --- ----- ------ ----- ----- ----- ----- ----- ---- ----- Lt Col 46 0.6 91.8 36.4 0.188 50.6 0.188 50.6 0.72 G2-1 Rt. Col 45 2.6 91.8 35.4 0.188 51.9 0.188 51.9 0.68 G2-1 REQUIRED WEB DESIGN: -------------------- Page 324 Of 330 Web Stiff Locate Depth Space Lt Col 24.00 31.10 Rt Col 24.00 29.10 LOAD COMBINATIONS: ------------------ 45 1.16Dead+1.16Collateral+0.7Seismic L 46 1.16Dead+1.16Collateral+0.7Seismic R U24RO307A Frame 1 - Design Summary 5/ 7/24 10:48am -------------------------------------------------------------------------------- FRAME: Id = 1 Type = RF Line Id = 2 3 4 5 Load Width= 20.00 UC Limit= 1.00 KL/R Limit= 200.00 MEMBERS: -----Max Axial+Moment---- Srf Mem Seg --Flange- Web -Depth -Plate-Thickness- --Max_Shear----- O-Flg--- ----I-Flg--- Max Id Id Id Len Wid Strt End Web O-flg I-flg Id Ld Ucv Id Ld Uco Id Ld Uci KL/R 1 1 1 24.2 6.0 12.0 24.0 0.188 0.250 0.313 17 46 0.10 17 46 0.52 11 7 0.83 140 2 2 2 11.2 6.0 30.0 13.5 0.150 0.313 0.250 18 7 0.47 18 46 0.39 18 46 0.64 90 2 3 3 12.0 6.0 13.5 13.5 0.150 0.250 0.250 28 46 0.21 34 7 0.60 37 46 0.48 80 2 4 4 11.6 6.0 13.5 30.0 0.150 0.313 0.250 48 8 0.43 38 46 0.46 48 45 0.65 89 3 5 5 21.0 6.0 24.0 12.0 0.188 0.250 0.313 49 45 0.12 49 45 0.53 49 45 0.60 72 LOAD COMBINATIONS: ------------------ # Controlling Load Combination In Design Summary 1 Dead+Collateral 2 Dead+Collateral 3 Dead+Collateral+Live 4 Dead+Collateral+Live 5 Dead+Collateral+Snow 6 Dead+Collateral+Snow 7# Dead+Collateral+MIN_SNOW 8# Dead+Collateral+MIN SNOW 9 Dead+Collateral+0.75Live 10 Dead+Collateral+0.75Live Page 325 Of 330 11 Dead+Collateral+0.75Snow 12 Dead+Collateral+0.75Snow 13 Dead+0.6Wind_Left1 14 Dead+0.6Wind Left2 15 Dead+0.6Wind_Rightl 16 Dead+0.6Wind_Right2 17 Dead+0.6Wind_Longl 18 Dead-0.6Wind_Longl 19 Dead+0.6Wind_Long2 20 Dead-0.6Wind_Long2 21 Dead+Collateral+0.75Live+0.45Wind Leftl 22 Dead+Collateral+0.75Live+0.45Wind Left2 23 Dead+Collateral+0.75Live+0.45Wind_Rightl 24 Dead+Collateral+0.75Live+0.45Wind_Right2 25 Dead+Collateral+0.75Live+0.45Wind_Longl 26 Dead+Collateral+0.75Live-0.45Wind_Longl 27 Dead+Collateral+0.75Live+0.45Wind_Long2 28 Dead+Collateral+0.75Live-0.45Wind_Long2 29 Dead+Collateral+0.75Snow+0.45Wind Leftl 30 Dead+Collateral+0.75Snow+0.45Wind_Left2 31 Dead+Collateral+0.75Snow+0.45Wind_Rightl 32 Dead+Collateral+0.75Snow+0.45Wind_Right2 33 Dead+Collateral+0.75Snow+0.45Wind_Longl 34 Dead+Collateral+0.75Snow-0.45Wind_Longl 35 Dead+Collateral+0.75Snow+0.45Wind_Long2 36 Dead+Collateral+0.75Snow-0.45Wind_Long2 37 0.6Dead+0.6Wind Leftl 38 0.6Dead+0.6Wind_Left2 39 0.6Dead+0.6Wind_Rightl 40 0.6Dead+0.6Wind_Right2 41 0.6Dead+0.6Wind_Longl 42 0.6Dead-0.6Wind_Longl 43 0.6Dead+0.6Wind_Long2 44 0.6Dead-0.6Wind_Long2 45# 1.16Dead+1.16Collateral+0.7Seismic_L 46# 1.16Dead+1.16Collateral+0.7Seismic_R 47 1.16Dead+1.16Collateral+0.7Seismic_Long 48 1.16Dead+1.16Collateral-0.7Seismic_Long 49 1.12Dead+1.12Collateral+0.52Seismic L 50 1.12Dead+1.12Collateral+0.52Seismic R 51 1.12Dead+1.12Collateral+0.52Seismic_Long 52 1.12Dead+1.12Collateral-0.52Seismic_Long 53 0.44Dead+0.7Seismic_L 54 0.44Dead+0.7Seismic R 55 0.44Dead+0.7Seismic_Long 56 0.44Dead-0.7Seismic_Long 57 Dead+Collateral 58 Dead+Collateral 59 Dead+Collateral+Live 60 Dead+Collateral+Live 61 Dead+Collateral+Snow 62 Dead+Collateral+Snow 63 Dead+Collateral+MIN_SNOW 64 Dead+Collateral+MIN_SNOW 65 Live 66 Live 67 Snow 68 Snow 69 MIN_SNOW 70 MIN_SNOW Page 326 Of 330 71 Dead+0.6Wind Leftl 72 Dead+0.6Wind Left2 73 Dead+0.6Wind_Rightl 74 Dead+0.6Wind_Right2 75 Dead+0.6Wind_Longl 76 Dead-0.6Wind_Longl 77 Dead+0.6Wind_Long2 78 Dead-0.6Wind_Long2 79 1.16Dead+1.16Collateral+0.7Seismic L 80 1.16Dead+1.16Collateral+0.7Seismic_R 81 1.12Dead+1.12Collateral+0.52Seismic L 82 1.12Dead+1.12Collateral+0.52Seismic R 83 0.44Dead+0.7Seismic_L 84 0.44Dead+0.7Seismic R 85 Seismic_L 86 Seismic R PLATE LIMITS: -----Web---- -----Flange---- Seg Depth/Thick Width/(2xThick) ---Flange--- Id Calc Limit Calc Limit Thick Min 1 128.0 260.0 12.0 0.250 0.188 2 200.0 260.0 12.0 0.250 0.150 3 90.0 260.0 12.0 0.250 0.150 4 200.0 260.0 12.0 0.250 0.150 5 128.0 260.0 12.0 0.250 0.188 FRAME AREA: Frame Area= 129.03 Building Area= 933.33 Ratio= 0.14 WEIGHTS: Member 1 2 3 4 5 Weight (lb) 566 253 205 262 489 Total Weight (lb) Frame = 1775 Splice Plate = 156 Base Plate = 28 1959 REACTIONS - Sidewall Columns: ----------------------------- Web_Depth/ Web -Area/ Flange -Width Flange -Area Calc Limit Calc Limit 4.0 7.0 3.0 10.0 5.0 7.0 3.0 10.0 2.2 7.0 1.4 10.0 5.0 7.0 3.0 10.0 4.0 7.0 3.0 10.0 Load ---------- Left -Column ---------- ---------- Right -Column --------- Id Fx(k ) Fy(k ) Fz(k ) M(f-k ) Fx(k ) Fy(k ) Fz(k ) M(f-k ) 1 1.04 5.57 0.00 0.00 -1.04 4.34 0.00 0.00 2 1.05 5.53 0.00 0.00 -1.05 4.37 0.00 0.00 Page 327 Of 330 3 3.13 15.42 0.00 0.00 -3.13 12.08 0.00 0.00 4 3.15 15.32 0.00 0.00 -3.15 12.18 0.00 0.00 5 3.02 15.61 0.00 0.00 -3.02 11.75 0.00 0.00 6 3.04 15.51 0.00 0.00 -3.04 11.85 0.00 0.00 7 3.62 18.63 0.00 0.00 -3.61 13.96 0.00 0.00 8 3.64 18.51 0.00 0.00 -3.64 14.08 0.00 0.00 9 2.61 12.95 0.00 0.00 -2.61 10.15 0.00 0.00 10 2.63 12.87 0.00 0.00 -2.63 10.23 0.00 0.00 11 2.53 13.10 0.00 0.00 -2.53 9.90 0.00 0.00 12 2.55 13.01 0.00 0.00 -2.55 9.98 0.00 0.00 13 -3.23 -5.03 0.00 0.00 -3.80 2.27 0.00 0.00 14 -3.73 -3.01 0.00 0.00 -3.31 4.35 0.00 0.00 15 2.72 -1.50 0.00 0.00 3.69 -4.63 0.00 0.00 16 2.10 0.56 0.00 0.00 4.34 -2.60 0.00 0.00 17 1.52 0.44 0.00 0.00 -1.45 -3.22 2.45 0.00 18 1.55 0.47 0.00 0.00 -1.47 1.56 0.00 0.00 19 0.88 -1.57 0.00 0.00 -1.11 -4.86 2.45 0.00 20 0.91 -1.54 0.00 0.00 -1.14 -0.07 0.00 0.00 21 -0.15 6.37 0.00 0.00 -5.13 10.24 0.00 0.00 22 -0.52 7.89 0.00 0.00 -4.76 11.80 0.00 0.00 23 4.28 9.22 0.00 0.00 0.53 4.86 0.00 0.00 24 3.82 10.77 0.00 0.00 1.01 6.38 0.00 0.00 25 3.39 10.59 0.00 0.00 -3.34 6.01 1.84 0.00 26 3.41 10.61 0.00 0.00 -3.36 9.60 0.00 0.00 27 2.92 9.07 0.00 0.00 -3.09 4.80 1.84 0.00 28 2.93 9.09 0.00 0.00 -3.10 8.38 0.00 0.00 29 -0.23 6.51 0.00 0.00 -5.05 9.99 0.00 0.00 30 -0.60 8.04 0.00 0.00 -4.68 11.54 0.00 0.00 31 4.20 9.36 0.00 0.00 0.61 4.61 0.00 0.00 32 3.73 10.92 0.00 0.00 1.09 6.13 0.00 0.00 33 3.31 10.73 0.00 0.00 -3.26 5.76 1.84 0.00 34 3.33 10.75 0.00 0.00 -3.27 9.35 0.00 0.00 35 2.83 9.21 0.00 0.00 -3.01 4.54 1.84 0.00 36 2.85 9.23 0.00 0.00 -3.02 8.13 0.00 0.00 37 -3.44 -6.42 0.00 0.00 -3.60 1.30 0.00 0.00 38 -3.93 -4.41 0.00 0.00 -3.11 3.39 0.00 0.00 39 2.52 -2.92 0.00 0.00 3.89 -5.57 0.00 0.00 40 1.90 -0.86 0.00 0.00 4.53 -3.54 0.00 0.00 41 1.33 -0.97 0.00 0.00 -1.25 -4.17 2.45 0.00 42 1.35 -0.94 0.00 0.00 -1.28 0.62 0.00 0.00 43 0.69 -2.98 0.00 0.00 -0.91 -5.81 2.45 0.00 44 0.71 -2.95 0.00 0.00 -0.94 -1.02 0.00 0.00 45 -1.97 2.35 0.00 0.00 -5.02 9.13 0.00 0.00 46 4.26 10.52 0.00 0.00 2.73 0.97 0.00 0.00 47 -0.43 4.31 0.00 0.00 -3.21 -4.25 11.61 0.00 48 2.98 8.78 0.00 0.00 0.66 14.13 0.00 0.00 49 -1.18 3.18 0.00 0.00 -4.01 7.91 0.00 0.00 50 3.44 9.24 0.00 0.00 1.75 1.84 0.00 0.00 51 -0.05 4.63 0.00 0.00 -2.66 -2.03 8.63 0.00 52 2.48 7.94 0.00 0.00 0.22 11.64 0.00 0.00 53 -2.98 -2.45 0.00 0.00 -4.01 5.04 0.00 0.00 54 3.27 5.55 0.00 0.00 3.71 -2.96 0.00 0.00 55 -1.43 -0.53 0.00 0.00 -2.21 -8.30 11.61 0.00 56 1.99 3.84 0.00 0.00 1.65 10.17 0.00 0.00 DEFLECTIONS: Lateral Defl Page 328 Of 330 Load @ Top Of Col Vert Defl Id Left Right On Rafter 57 -0.12 -0.09 -0.33 58 -0.10 -0.07 -0.33 59 -0.37 -0.29 -1.00 60 -0.31 -0.23 -0.99 61 -0.37 -0.29 -0.96 62 -0.31 -0.23 -0.96 63 -0.45 -0.35 -1.16 64 -0.38 -0.28 -1.15 65 -0.24 -0.19 -0.67 66 -0.20 -0.15 -0.66 67 -0.24 -0.19 -0.63 68 -0.20 -0.15 -0.63 69 -0.32 -0.25 -0.83 70 -0.27 -0.20 -0.82 71 1.79 1.78 0.28 72 1.73 1.73 0.17 73 -1.34 -1.35 0.20 74 -1.43 -1.44 0.11 75 0.03 0.04 -0.01 76 0.02 0.02 -0.01 77 0.17 0.17 0.16 78 0.16 0.15 0.16 79 2.23 2.25 -0.40 80 -2.47 -2.44 -0.65 81 1.62 1.65 -0.37 82 -1.86 -1.83 -0.56 83 2.28 2.28 0.22 84 -2.32 -2.31 -0.35 85 3.28 3.27 0.41 86 -3.26 -3.25 -0.41 193*6aa[om*to) hiNOMWIN8COIF Lateral Defl Load @ Top Of Col Vert Defl Id Left Right On Rafter ---- 57 ---- 2431 ----- 2722 --------- 1456 58 2941 3506 1461 59 787 876 481 60 933 1096 483 61 792 876 497 62 939 1093 499 63 650 715 415 64 767 886 416 65 1210 1358 720 66 1429 1694 722 67 1221 1356 756 68 1443 1687 758 69 922 1018 581 70 1086 1260 583 71 162 142 1731 72 168 146 2785 73 217 186 2383 74 203 175 4182 Page 329 Of 330 75 9037 6292 69523 76 18215 10692 64281 77 1668 1492 2919 78 1827 1642 2975 79 130 112 1205 80 117 103 736 81 179 153 1292 82 156 137 852 83 127 110 2151 84 125 109 1358 85 88 77 1172 86 89 77 1172 MAX DEFLECTION: --------------- Load Deflect Span/Deflect Type Id (in) Calc Limit Live Vertical -0.67 722. 180. Wind Vertical 71 0.28 1731. 180. Total Vertical 63 -1.16 415. 150. Horizontal Drift 85 3.27 77. 40. Horizontal Total 85 3.28 89. 40. Horizontal Spring Constant= 3.06 k/in P-DELTA - Direct Analysis: --------------------------- CONVERGENCE CHECK: Max Deflect Column Ratio Left 0.0498 Right 0.0486 MAXIMUM DRIFT CHECK: Max—Drift(in) Second/ Load First Second First Id Order Order Ratio ---- ------ ------------- 7 0.38 0.45 1.17 --------------- U24RO307A Frame 1 - Rigid Frame Clearances 5/ 7/24 10:48am VERTICAL CLEARANCE: ------------------- Location ------------------------ Left Right Midspan HORIZONTAL CLEARANCE: --------------------- Location ------------------------ Span X_Coord Y_Coord ----------------------- 21106-10" 2108-07" 21106-10" 18108-00" 37103-09" 18108-00" 21'11-15" 13'11-04" 21'11-15" Span X_CoordL X_CoordR ----------------------- Page 330 Of 330 Left - Right 34106-15" 2'08-09" 37'03-07" U24R0307A Frame 1 - Weight Summary 5/ 7/24 10:48am Total Weight (lb) Frame = 1775 Splice Plate = 156 Base Plate = 28 1959 ------------------------------------------------------------------ U24R0307A Frame 1 - Warning Summary 5/ 7/24 10:48am --------------- .. No Warnings