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REVIEWED BLD2021-1226+Mount Analysis+9.8.2021_4.13.41_PM+2398521REVIEWED BY CITY OF EDMONDS Date: May 17, 2021 Subject: Carrier Designation: RECEIVED Crown Castle Designation Sep 08 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-1226 Engineering Firm Designation Site Data: Structure Information Mount Analysis T-Mobile Co -Locate Carrier Site Number: Carrier Site Name: Crown Castle BU Number: Crown Castle Site Name: Crown Castle JDE Number: Crown Castle Order Number: VERTICAL WITICIN Vertical Structures, Inc. 309 Spangler Drive, Suite E Richmond, KY 40475 (859) 624-8360 SE01626B N/A 824070 Five Corners -Fire Station 650896 558188 Revision 0 Vertical Structures, Inc. Project Number: 2021-003-009 8505 Bowdoin Way, Edmonds, WA, Snohomish County Latitude: 470 48' 24.54" Longitude: -122* 20' 55.38" Tower Height & Type: Mount Elevation: Mount Width & Type: 108.5 ft Monopole 109 ft 13.5 ft T-Arms Vertical Structures, Inc. is pleased to submit this "Mount Analysis Report" to determine the structural integrity of T-Mobile's antenna mounting system with the proposed appurtenance and equipment addition on the above mentioned supporting tower structure. Analysis of the existing supporting tower structure is to be completed by others and therefore is not part of this analysis. Analysis of the antenna mounting system as a tie -off point for fall protection or rigging is not part of this document. The purpose of the analysis is to determine acceptability of the mount stress level. Based on our analysis we have determined the mount stress level to be: T-Arm Mounts Sufficient This analysis utilizes an ultimate 3-second gust wind speed of 98 mph as required by the 2018 Washington State Building Code. Applicable Standard references and design criteria are listed in Section 2 - Analysis Criteria. We at Vertical Structures, Inc. appreciate the opportunity of providing our continuing professional services to you at Crown Castle. If you have any questions or need further assistance on this or any other projects please give us a call. _ SJLA-M-A V• Respectfully Submitted by: `,�R1Y RL 4` Y wnsy �G Andrew Mathis, P.E.0� �c sg Project Engineer �ssfor�AU'��'�'�' 05-17-2021 CCI Mount Analysis Report — version 1.0 13.5 ft T-Arm Mounts Analysis Order Number 558188, Revision 0 TABLE OF CONTENTS 1) INTRODUCTION 2) ANALYSIS CRITERIA Table 1 - Proposed Equipment Configuration 3) ANALYSIS PROCEDURE Table 2 - Documents Provided 3.1) Analysis Method 3.2) Assumptions 4) ANALYSIS RESULTS Table 3 - Mount Component Stresses vs. Capacity 4.1) Recommendations 5) APPENDIX A Wire Frame and Rendered Models 6) APPENDIX B Software Input Calculations 7) APPENDIX C Software Analysis Output 8) APPENDIX D Additional Calculations May 17, 2021 CCI BU No 824070 Page 2 CCI Mount Analysis Report — version 1.0 13.5 ft T-Arm Mounts Analysis Order Number 558188, Revision 0 1) INTRODUCTION These are existing 13.5' T-Arm Mounts. 2) ANALYSIS CRITERIA Building Code: 2018 IBC TIA-222 Revision: TIA-222-H Risk Category: II Ultimate Wind Speed: 98 mph Exposure Category: B Topographic Factor at Base: 1.0 Topographic Factor at Mount: 1.0 Ice Thickness: 1.0 in Wind Speed with Ice: 30 mph Seismic Ss: 1.284 Seismic S1: 0.452 Live Loading Wind Speed: 30 mph Live Loading at Mid/End-Points: 250 lb Man Live Loading at Mount Pipes 500 lb Table 1 - Proposed Equipment Confi uration May 17, 2021 CCI BU No 824070 Page 3 Mount Antenna Number Mount / Centerline Centerline of Antenna Manufacturer Antenna Model Modification ft ft Antennas Details 3 andrew TMBXX-6516-A2M w/ Mount Pipe 3 nokia AEHC w/ Mount Pipe 112.0 2 commscope HCS 2.0 Part 1 6 commscope TMAT1921 B68-21-43 109.0 (3) Existing 13.5' T-Arm Mounts 3 nokia AHFIG_TMO 111.0 3 commscope FFHH-65C-R3 w/ Mount Pipe 3 nokia AHLOA 108.0 1 nokia FXFB CCI Mount Analysis Report — version 1.0 13.5 ft T-Arm Mounts Analysis Order Number 558188, Revision 0 3) ANALYSIS PROCEDURE Table 2 - Documents Provided May 17, 2021 CCI BU No 824070 Page 4 Document Remarks Reference Source Mount Analysis CLS Group Project No. 42284- S E01626B-01-MA 8455819 CClsites 3.1) Analysis Method RISA-3D (Version No. 17.0.1), a commercially available analysis software package, was used to create a three-dimensional model of the antenna mounting system and calculate member stresses for various loading cases. When applicable, Crown Castle has calculated and provided the effective area for panel antennas using approved methods following the intent of the TIA-222 Standard. A tool internally developed, using Microsoft Excel, by Vertical Structures, Inc. was used to calculate wind loading on all appurtenances, dishes, and mount members for various load cases. Selected output from the analysis is included in Appendix B. This analysis was performed in accordance with Crown Castle's ENG-SOW-10208 Tower Mount Analysis (Revision D). 3.2) Assumptions 1) The antenna mounting system was properly fabricated, installed, and maintained in good condition in accordance with its original design, TIA Standards, and/or manufacturer's specifications. 2) The configuration of antennas, mounts, and other appurtenances are as specified in Table 1 of the referenced drawings. 3) All member connections are assumed to have been designed to meet or exceed the load carrying capacity of the connected member unless otherwise specified in this report. 4) The analysis will be required to be revised if the existing conditions in the field differ from those shown in the above -referenced documents or assumed in this analysis. No allowance was made for any damaged, missing, or rusted members. 5) Steel grades have been assumed as follows, unless noted otherwise: Channel, Solid Round, Angle, Plate ASTM A36 (GR 36) HSS (Rectangular) ASTM 500 (GR B-46) Pipe ASTM A53 (GR B-35) Connection Bolts ASTM A325 This analysis may be affected if any assumptions are not valid or have been made in error. Vertical Structures, Inc. should be notified to determine the effect on the structural integrity of the antenna mounting system. CCI Mount Analysis Report — version 1.0 13.5 ft T-Arm Mounts Analysis Order Number 558188, Revision 0 4) ANALYSIS RESULTS Table 3 — Mount Component Stresses vs. Capacity (T-Arm Mount, All Sectors) May 17, 2021 CCI BU No 824070 Page 5 Notes Component Critical Centerline (ft) % Capacity Pass / Fail Member 1,3 Mount Pipe(s) M6 52.3 Pass 1,3 Horizontal(s) M16 96.7 Pass 1,3 7 Standoff(s) M 1� 109.0 F_ 90.7 Pass 2, 37 Mount to Tower Connection(s) T_ - 55.0 T_ Pass Structure Rating (max from all components) = 1 96.7% Notes: 1) See additional documentation in "Appendix C — RISA-31D Output" for calculations supporting the % capacity. 2) See additional documentation in "Appendix D — Additional Calculations" for calculations supporting the % capacity. 3) A demand -capacity ratio of 1.05 was used in this analysis as allowed by TIA-222-H. 4) All sectors are typical. 4.1) Recommendations The mount has sufficient capacity to carry the proposed loading configuration. No modifications are required at this time. CCI Mount Analysis Report — version 1.0 13.5 ft T-Arm Mounts Analysis Order Number 558188, Revision APPENDIX A WIRE FRAME AND RENDERED MODELS May 17, 2021 CCI BU No 824070 Page 6 CCI Mount Analysis Report — version 1.0 Y Z X -.08k -.071 -.027k -.064k 1 -.0321 -.08kC" 1 -.0271 AM 1 -.084 -. 064k 2 -.027k C2 AN -.03213 2 -.027 Al A -.08k -.055k C -.08k 2 .071 k -.071 -.064k A2 P 1 1 1 -.027�jG 08k -:8M 08k -.0161 .-.084 084k -.027 G 2 2 2 G2 Loads: BLC 1, Dead Load 13.5 ft T-Arm Mounts Analysis Order Number 558188, Revision APPENDIX B SOFTWARE INPUT CALCULATIONS May 17, 2021 CCI BU No 824070 Page 7 CCI Mount Analysis Report — version 1.0 7AIN STR11CT1lRfS IHC. WIND FORCE CALCULATIONS Customer: Crown Castle Site Name: Five Corners -Fire Station, WA BL1#824070 Job Number: 2021-003-009 Tower Model: 108.5' FWT Monopole Tower Date: 5/17/2021 Input Information: Basic Wind Speed, V 98 Importance Factor, 1 1 Exposure Category B Tower Type Pole Height Above Ground Level, z 112 Tower Height, h 108.5 Topographic Category 1 Height of Crest Above Surrounding Terrain, H 0 Velocity Pressure Coefficient, K, z9= 1200 a= 7 Kzmin= 0.7 KZ 1.02 Topographic Factor, K,T Kc= 0.9 Kt= 0 f= 1 Kh= N/A K,t= 1.00 Wind Direction Probablity Factor, K, Ka= 0.95 Ground Elevation Factor, K. Consider Ground Elevation Factor? Yes Ground Elevation, zs 441 Ke= 0.98 Velocity Pressure, q, MPH TIA-222-H Table 2-3 TIA-222-H 2.6.5.1.2 ft ft TIA-222-H 2.6.6.2.1 ft ft TIA-222-H Table 2-4 TIA-222-H Table 2-4 TIA-222-H Table 2-4 TIA-222-H 2.6.5.2 TIA-222-H Table 2-4 TIA-222-H Table 2-5 TIA-222-H Table 2-5 TIA-222-H 2.6.6.2.1 TIA-222-H 2.6.6.2.1 TIA-222-H 16.6 TIA-222-H 2.6.8 ft qZ 23.46 psf TIA-222-H 2.6.11.6 7AIN STR11CT1lRfS IHC. WIND FORCE CALCULATIONS (WITH ICE Customer: Crown Castle Site Name: Five Corners -Fire Station, WA BL1#824070 Job Number: 2021-003-009 Tower Model: 108.5' FWT Monopole Tower Date: 5/17/2021 Input Information: Basic Wind Speed, V 30 MPH Importance Factor, 1 1 TIA-222-H Table 2-3 Exposure Category B TIA-222-H 2.6.5.1.2 Tower Type Pole Height Above Ground Level, z 112 ft Tower Height, h 108.5 ft Topographic Category 1 TIA-222-H 2.6.6.2.1 Height of Crest Above Surrounding Terrain, H 0 ft Velocity Pressure Coefficient, K, z9= 1200 ft TIA-222-H Table 2-4 a= 7 TIA-222-H Table 2-4 Kzmin= 0.7 TIA-222-H Table 2-4 KZ 1.02 TIA-222-H 2.6.5.2 Toaoaraahic Factor. K Kc= 0.9 TIA-222-H Table 2-4 Kt= 0 TIA-222-H Table 2-5 f= 1 TIA-222-H Table 2-5 Kh= N/A TIA-222-H 2.6.6.2.1 KZt= 1.00 TIA-222-H 2.6.6.2.1 Wind Direction Probablity Factor, K,, Ka= 0.95 TIA-222-H 16.6 Ground Elevation Factor, K. Consider Ground Elevation Factor? Yes TIA-222-H 2.6.8 Ground Elevation, zs 441 ft Ke= 0.98 Velocity Pressure (With Ice), q.7 qiz= 2.20 psf TIA-222-H 2.6.11.6 7AIN STR11CT1lRfS IHC. WIND FORCE CALCULATIONS (SERVICE Customer: Crown Castle Site Name: Five Corners -Fire Station, WA BL1#824070 Job Number: 2021-003-009 Tower Model: 108.5' FWT Monopole Tower Date: 5/17/2021 Input Information: Basic Wind Speed, V 30 MPH Importance Factor, 1 1 TIA-222-H Table 2-3 Exposure Category B TIA-222-H 2.6.5.1.2 Tower Type Pole Height Above Ground Level, z 112 ft Tower Height, h 108.5 ft Topographic Category 1 TIA-222-H 2.6.6.2.1 Height of Crest Above Surrounding Terrain, H 0 ft Velocity Pressure Coefficient, K, z9= 1200 ft TIA-222-H Table 2-4 a= 7 TIA-222-H Table 2-4 Kzmin= 0.7 TIA-222-H Table 2-4 KZ 1.02 TIA-222-H 2.6.5.2 Topographic Factor, K,T Kc= 0.9 TIA-222-H Table 2-4 Kt= 0 TIA-222-H Table 2-5 f= 1 TIA-222-H Table 2-5 Kh= N/A TIA-222-H 2.6.6.2.1 K,t= 1.00 TIA-222-H 2.6.6.2.1 Wind Direction Probablity Factor, K,, Ka= 0.95 TIA-222-H 16.6 Ground Elevation Factor, K. Consider Ground Elevation Factor? Yes TIA-222-H 2.6.8 Ground Elevation, zs 441 ft Ke= 0.98 Velocity Pressure (Service), %(Service)= 2.20 psf TIA-222-H 2.6.11.6 STRUCTURES INC. ICE THICKNESS CALCULATIONS Customer: Site Name: Job Number: Tower Model: Date: Input Information: Design Ice Thickness, t; Importance Factor, I Exposure Category Tower Type Height Above Ground Level, z Tower Height, h Topographic Category Height of Crest Above Surrounding Terrain, H Height Escalation Factor, K;, Tonoaranhic Factor. K Crown Castle Five Corners -Fire Station, WA BU#824070 2021-003-009 108.5' FWT Monopole Tower 5/17/2021 1 in 1 B Pole 112 ft 108.5 ft 1 0 ft K;Z 1.13 TIA-222-H Table 2-3 TIA-222-H 2.6.5.1.2 TIA-222-H 2.6.6.2.1 TIA-222-H 2.6.10 Kc= 0.9 TIA-222-H Table 2-4 Kt= 0 TIA-222-H Table 2-5 f= 1 TIA-222-H Table 2-5 Kh= N/A TIA-222-H 2.6.6.2.1 KZt= 1.00 TIA-222-H 2.6.6.2.1 Factored Thickness of Radial Glaze Ice, to, t;Z= 1.13 in TIA-222-H 2.6.10 "WAIN STRUCTURES INC. SEISMIC CALCULATIONS Customer: Site Name: Job Number: Tower Model: Date: Input Information: Importance Factor, I Response Modification Coefficient, R Design Spectral Response Acceleration Parameter at Short Periods, SDs Spectral Response Acceleration Parameter at a Period of 1 Second, S, Redundancy Factor, p Amplification Factor, AS Vertical Seismic Load Effect Load Effect Factor = Horizontal Seismic Load Effect Crown Castle Five Corners -Fire Station, WA BU#824070 2021-003-009 108.5' FWT Monopole Tower 5/17/2021 TIA-222-H Table 2-3 TIA-222-H 16.7 1.027 0.452 1.0 TIA-222-H 2.7.7 3.0 TIA-222-H 2.7.8.1 0.205 TIA-222-H 2.7.6 Cs = 0.5135 ASCE AMERICAN SOCIM OF CIVIL ENGINEERS Address: No Address at This Location Wind ASCE 7 Hazards Report Standard: ASCE/SEI 7-16 Elevation: 441.05 ft (NAVD 88) Risk Category: II Latitude: 47.806817 Soil Class: D - Default (see Longitude:-122.348717 Section 11.4.3) KOH ., .. i LrnI Reinn�ie Rn,14yl 1 I Results: Wind Speed: 98 Vmph 10-year MRI 67 Vmph 25-year MRI 74 Vmph 50-year MRI 78 Vmph 100-year MRI 83 Vmph Data Source: ASCE/SEI 7-16, Fig. 26.5-113 and Figs. CC.2-1—CC.2-4, and Section 26.5.2 Date Accessed: Sat May 15 2021 Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-16 Standard. Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability = 0.00143, MRI = 700 years). Site is not in a hurricane -prone region as defined in ASCE/SEI 7-16 Section 26.2. https:Hasce7hazardtool.online/ Page 1 of 3 Sat May 15 2021 ASCE® AMERICAN SOCIM OF CIVIL ENGINEERS Seismic Site Soil Class: D - Default (see Section 11.4.3) Results: SS 1.284 SID1 N/A S, 0.452 TIL 6 Fa 1.2 PGA: 0.547 F N/A PGA M : 0.656 SMS 1.541 FPGA 1.2 SM, N/A le : 1 SIDS 1.027 C : 1.357 Ground motion hazard analysis may be required. See ASCE/SEI 7-16 Section 11.4.8. Data Accessed: Sat May 15 2021 Date Source: USGS Seismic Design Maps https:Hasce7hazardtool.online/ Page 2 of 3 Sat May 15 2021 ASCE® AMERICAN SOCIM OF CIVIL ENGINEERS Ice Results: Ice Thickness: Concurrent Temperature Gust Speed: Data Source: Date Accessed: 1.00 in. 25 F 30 mph Standard ASCE/SEI 7-16, Figs. 10-2 through 10-8 Sat May 15 2021 Ice thicknesses on structures in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. Values provided are equivalent radial ice thicknesses due to freezing rain with concurrent 3-second gust speeds, for a 500-year mean recurrence interval, and temperatures concurrent with ice thicknesses due to freezing rain. Thicknesses for ice accretions caused by other sources shall be obtained from local meteorological studies. Ice thicknesses in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. The ASCE 7 Hazard Tool is provided for your convenience, for informational purposes only, and is provided "as is" and without warranties of any kind. The location data included herein has been obtained from information developed, produced, and maintained by third party providers; or has been extrapolated from maps incorporated in the ASCE 7 standard. While ASCE has made every effort to use data obtained from reliable sources or methodologies, ASCE does not make any representations or warranties as to the accuracy, completeness, reliability, currency, or quality of any data provided herein. Any third -party links provided by this Tool should not be construed as an endorsement, affiliation, relationship, or sponsorship of such third -party content by or from ASCE. ASCE does not intend, nor should anyone interpret, the results provided by this Tool to replace the sound judgment of a competent professional, having knowledge and experience in the appropriate field(s) of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the contents of this Tool or the ASCE 7 standard. In using this Tool, you expressly assume all risks associated with your use. Under no circumstances shall ASCE or its officers, directors, employees, members, affiliates, or agents be liable to you or any other person for any direct, indirect, special, incidental, or consequential damages arising from or related to your use of, or reliance on, the Tool or any information obtained therein. To the fullest extent permitted by law, you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data provided by the ASCE 7 Hazard Tool. https:Hasce7hazardtool.online/ Page 3 of 3 Sat May 15 2021 13.5 ft T-Arm Mounts Analysis Order Number 558188, Revision APPENDIX C SOFTWARE ANALYSIS OUTPUT May 17, 2021 CCI BU No 824070 Page 8 CCI Mount Analysis Report — version 1.0 Company Vertical Structures, Inc. ',RI Designer � Job Number 20 2021-003-009 A NEMEr SCHEK CModel Name Five Corners -Fire Station, WA BU#824070 (Global) Model Settings DisplaV Sections for Member Calcs 2 Max Internal Sections for Member Calcs 100 Include Shear Deformation? Yes Increase Nailing CapacitV for Wind? Yes Include Warping? Yes Trans Load Btwn Intersecting Wood Wall? Yes Area Load Mesh in^2 144 Merge Tolerance in .12 P-Delta Analysis Tolerance 0.50% Include P-Delta for Walls? Yes Automatically Iterate Stiffness for Walls? No Max Iterations for Wall Stiffness 3 Gravity Acceleration in/sec^2 386.4 Wall Mesh Size in 12 Ei ensolution Convergence Tol. 1.E- 4 Vertical Axis Y Global Member Orientation Plane Xz Static Solver Sparse Accelerated Dynamic Solver Accelerated Solver Hot Rolled Steel Code AISC 15th 360-16 : LRFD Adjust Stiffness? Yes Iterative RISAConnection Code AISC 14th 360-10 : LRFD Cold Formed Steel Code None Wood Code None Wood Temperature < 10OF Concrete Code None Masonry Code ACI 530-08: ASD Aluminum Code AA ADM1-05: ASD - Building Stainless Steel Code AISC 14th 360-10 : ASD Adjust Stiffness? Yes Iterative Number of Shear Regions 4 Region Spacing Increment in 4 Biaxial Column Method PCA Load Contour Parme Beta Factor (PCA) .65 Concrete Stress Block Rectangular Use Cracked Sections? Yes Use Cracked Sections Slab? No Bad Framing Warnin s? No Unused Force Warnings? Yes Min 1 Bar Diam. Spacing? No Concrete Rebar Set REBAR SET ASTMA615 Min % Steel for Column 1 Max % Steel for Column 8 May 17, 2021 10:32 AM Checked By: ASEL RISA-31D Version 17.0.1[\... \... \... \... \... \2021-003-009\Five Corners Fire Station, WA\824070.r3d] Page 1 Company Vertical Structures, Inc. ',RI Designer � Job Number 20 2021-003-009 A NEMET SCHEK CModel Name Five Corners -Fire Station, WA BU#824070 (Global) Model Settings, Continued Seismic Code UBC 1997 Seismic Base Elevation in Not Entered Add Base Weight? Yes Ct X .035 Ct Z .035 T X sec Not Entered T Z sec Not Entered R X 8.5 R Z 8.5 Ca .36 Cv .54 Nv 1 Occupancy Category 4 Seismic Zone 3 Om Z 1 Om X 1 Rho Z 1 Rho X 1 May 17, 2021 10:32 AM Checked By: ASEL Hot Rolled Steel Properties I �1 e1 G rL-il r3 r4cil AL. Therm /19G n-ifvr4/ff viewn,,.il Rv Gid4cil Rf 1 A36 Gr.36 29000 11154 .3 .65 .49 36 1.5 58 1.2 2 A572 Gr.50 29000 11154 .3 .65 .49 50 1.1 65 1.1 3 A992 29000 11154 .3 .65 .49 50 1.1 65 1.1 4 A500 Gr.42 29000 11154 .3 .65 .49 42 1.4 58 1.3 5 A53 Gr. B 29000 11154 .3 .65 .49 35 1.6 60 1.2 6 A500 Gr.46 29000 11154 .3 .65 .49 46 1.4 58 1.3 Joint Boundary Conditions Ininf I nh.1 X rWinl v nr/inl 7 rlr/inl X Rnf rlr_ff/turn V Rnf rlr_ff/r.rn 7 Rnf rlr_ff/rnrll 1 N20 Reaction Reaction Reaction Reaction Reaction Reaction 2 N38 Reaction Reaction Reaction i Reaction Reaction Reaction 3 N2 Reaction Reaction Reaction Reaction Reaction Reaction Member Primary Data I nhel I Ininf I Ininf l! Ininf Rn#�fe/ Rer#inn/Rhine Tvne rlocinn I ief 11A�feri�l Ilecinn R 1 M1 N2 N3 HSS4X4X3 Beam Wide Flange A500 Gr.46 Typical 2 M2 N20 N21 HSS4X4X3 Beam Wide Flange A500 Gr.46 Typical 3 M3 N38 N39 HSS4X4X3 Beam Wide Flange A500 Gr.46 Typical 4 M4 N16 N14 PIPE 2.0 Beam Wide Flange A53 Gr. B Typical 5 M5 N17 N15 PIPE 2.0 Beam Wide Flange A53 Gr. B T ical 6 M6 N19 N18 PIPE 2.0 Beam Wide Flange A53 Gr. B Typical 7 M7 N34 N32 PIPE 2.0 Beam Wide Flange A53 Gr. B Typical 8 M8 N35 N33 PIPE 2.0 Beam Wide Flange A53 Gr. B Typical 9 M9 N37 N36 PIPE 2.0 Beam Wide Flange A53 Gr. B T ical 10 M10 N52 N50 PIPE 2.0 Beam Wide Flange A53 Gr. B Typical 11 M11 N53 N51 PIPE 2.0 Beam Wide Flange A53 Gr. B T ical 12 M12 N55 N54 PIPE 2.0 Beam Wide Flange A53 Gr. B Typical 13 M13 N4 N5 PIPE 3.0 Beam Wide Flange A53 Gr. B Typical 14 M14 N7 N8 PIPE 3.0 Beam Wide Flange A53 Gr. B Typical 15 M15 N22 N23 PIPE 3.0 Beam Wide Flange A53 Gr. B T ical 16 M16 N25 N26 PIPE 3.0 Beam Wide Flange A53 Gr. B Typical 17 M17 N40 N41 PIPE 3.0 Beam Wide Flange A53 Gr. B T ical RISA-3D Version 17.0.1[\... \... \... \... \... \2021-003-009\Five Corners Fire Station, WA\824070.r3d] Page 2 Company Vertical Structures, Inc. May 17, 2021 ',RI � Designer 20 Checked AM ed Job Number 2021-003-009 Checked By: ASEL ANEMETSCHEKCO', _ . Model Name Five Corners -Fire Station, WA BU#824070 Member Primary Data (Continued) I ohal I Inint I Inint k Inin4 Dntata/ Cartinn/Ghana Tema r)—inn 1 ict hAnfarinl r)—inn D 18 M18 N43 N44 PIPE 3.0 Beam Wide Flange A53 Gr. B Typical 19 M19 N3 N6 RIGID None None RIGID Typical 20 M20 N12 N9 RIGID None None RIGID Typical 21 M21 N11 N6 RIGID None None RIGID T ical 22 M22 N13 N10 RIGID None None RIGID Typical 23 M23 N21 N24 RIGID None I None RIGID TvDical 24 M24 N30 N27 RIGID None None RIGID Typical 25 M25 N29 N24 RIGID None None RIGID Typical 26 M26 N31 N28 RIGID None None RIGID Typical 27 M27 N39 N42 RIGID None None RIGID Tyipical 28 M28 N48 N45 RIGID None None RIGID I T I 29 M29 N47 rN42 RIGID None None RIGID I Ty ical 30 M30 N49 I N46 RIGID None None RIGID I T ical Hot Rolled Steel Design Parameters I nhal Ghana I annthrinl I hvvrinl 1 h77rinl 1 rmmn to I cmmn hn I -tnr Kvv Ih7 rlh Piinrt 1 M1 HSS4X4X3 48 Lateral 2 M2 HSS4X4X3 48 Lateral 3 M3 HSS4X4X3 48 Lateral 4 M4 PIPE 2.0 96 Lateral 5 M5 PIPE 2.0 96 Lateral 6 M6 PIPE 2.0 120 ILateral 7 M7 PIPE 2.0 96 Lateral 8 M8 PIPE 2.0 96 Lateral 9 M9 PIPE 2.0 120 Lateral 10 M10 PIPE 2.0 96 Lateral 11 M11 PIPE 2.0 96 Lateral 12 M12 PIPE 2.0 120 Lateral 13 M13 PIPE 3.0 12 Lateral 14 M14 PIPE 3.0 162 Lateral 15 M15 PIPE 3.0 12 Lateral 16 M16 PIPE 3.0 162 Lateral 17 M17 PIPE 3.0 1 12 Lateral 18 M18 PIPE 3.0 162 Lateral Member Advanced Data I ahcl I D.I.— I Dmi—.. 1 nffc :rinl I n#ccfrinl T/r` nnhi Dhvci—i n-fl Do Cci—ir RISA-31D Version 17.0.1[\... \... \... \... \... \2021-003-009\Five Corners Fire Station, WA\824070.r3d] Page 3 Company Vertical Structures, Inc. May 17, 2021 ',RI � Designer 20 Checked AM ed Job Number 2021-003-009 Checked By: ASEL ANEMETSCHEKC-, Model Name Five Corners -Fire Station, WA BU#824070 Member Advanced Data (Continued) 1 ahal 1 Pclaxa I Pala.ca I nff—trinl I rwf trinl T/r (lnly Ph—i—I nafl Pm An Il is 1—tiva Caicmir 18 M18 Yes None 19 M19 Yes ** NA ** None 20 M20 Yes ** NA ** None 21 M21 Yes ** NA ** None 22 M22 Yes ** NA ** None 23 M23 Yes ** NA ** None 24 M24 Yes ** NA ** None 25 M25 Yes ** NA ** None 26 M26 Yes ** NA ** None 27 M27 Yes ** NA ** None 28 M28 Yes ** NA ** None 29 1 M29 I I** NA— None 30 1 M30 I Yes ** NA ** None Joint Loads and Enforced Displacements (BLC 1 : Dead Load) _Inint I nhal I n RA nirartinn Mannifiirlar/k k-ft1 (in raril (k*QA9/i 1 C 1 L Y -.08 2 C2 L Y -.08 3 El L Y -.08 4 F2 L Y -.08 5 11 L Y -.08 6 12 L Y -.08 7 B 1 L Y -.064 8 B2 L Y -.064 9 El L Y -.064 10 E2 L Y -.064 11 H 1 L Y -.064 12 H2 L Y -.064 13 Al L Y -.027 14 A2 L Y -.027 15 D1 L Y -.027 16 D2 L Y -.027 17 G1 L Y -.027 18 G2 L Y -.027 19 C" L Y -.071 20 F" L Y -.071 21 1,, L Y -.071 22 C' L Y -.084 23 F' L Y -.084 24 1' L Y -.084 25 B' L Y -.055 26 A L Y -.016 27 D L Y -.016 28 A L Y -.016 29 B L Y -.016 30 D L Y -.016 31 E L Y -.016 32 G L Y -.016 33 H L Y -.016 Joint Loads and Enforced Displacements (BLC 2: Ice Dead Load) _Ininf I ahal I n nA nirarfinn Mnnnitnriar/k k-ft1 (in rnfi) (k*QA9/i 1 C 1 L Y -.165 2 C2 L Y -.165 3 F 1 L Y -.165 RISA-3D Version 17.0.1[\... \... \... \... \... \2021-003-009\Five Corners Fire Station, WA\824070.r3d] Page 4 Company Vertical Structures, Inc. ',RI Designer � Job Number 20 2021-003-009 ANEMErscHEKCO', _ . Model Name Five Corners -Fire Station, WA BU#824070 May 17, 2021 10:32 AM Checked By: ASEL Joint Loads and Enforced Displacements (BLC 2 : Ice Dead Load) (Continued) Ininr I h.1 I n nA ni-tinn RA-itvImme le-M [in -AN /L,*cA9/i 4 F2 L Y -.165 5 11 L Y -.165 6 12 L Y -.165 7 B1 L Y -.079 8 B2 L Y -.079 9 El L Y -.079 10 E2 L Y -.079 11 H 1 L Y -.079 12 H2 L Y -.079 13 Al L Y -.057 14 A2 L Y -.057 15 D1 L Y -.057 16 D2 L Y -.057 17 G1 L Y -.057 18 G2 L Y -.057 19 C" L Y -.053 20 F" L Y -.053 21 1,, L Y -.053 22 C. L Y -.046 23 F' L Y -.046 24 1' L Y -.046 25 B' L Y -.056 26 A L Y -.022 27 D L Y -.022 28 A L Y -.016 29 B L Y -.016 30 D L Y -.016 31 E L Y -.016 32 G L Y -.016 33 H L Y -.016 Joint Loads and Enforced Displacements (BLC 3 : Wind Load (0, 180)) .Inint I nhal i n RA nirar•tinn Mannifi,rwtLr k-ft) [in rnH) (k*QA9/i 1 C1 L X 0 2 C 1 L Z .065 3 C2 L X 0 4 C2 L Z .065 5 F1 L X 0 6 F1 L Z .151 7 F2 L X 0 8 F2 L Z .151 9 11 L X 0 10 11 L Z .151 11 12 L X 0 12 12 L Z .151 13 B1 L X 0 14 B1 L Z .05 15 B2 L X 0 16 B2 L Z .05 17 E1 L X 0 18 E1 L Z .108 19 E2 L X 0 20 E2 L Z .108 21 H1 L X 0 22 H 1 L Z .108 23 H2 L X 0 RISA-3D Version 17.0.1[\... \... \... \... \... \2021-003-009\Five Corners Fire Station, WA\824070.r3d] Page 5 Company Vertical Structures, Inc. ',RI Designer � Job Number 20 2021-003-009 ANEMErscHEKCO', _ . Model Name Five Corners -Fire Station, WA BU#824070 May 17, 2021 10:32 AM Checked By: ASEL Joint Loads and Enforced Displacements (BLC 3 : Wind Load (0, 180)) (Continued) Ininr I h.1 I n nA ni-tinn RA-ifivicr/e le-M [in -AN (Lr*cA9/i 24 H2 L Z .108 25 Al L X 0 26 Al L Z .042 27 A2 L X 0 28 A2 L Z .042 29 D1 L X 0 30 D 1 L Z .068 31 D2 L X 0 32 D2 L Z .068 33 G1 L X 0 34 G 1 L Z .068 35 G2 L X 0 36 G2 L Z .068 37 C" L X 0 38 C" L Z .033 39 F" L X 0 40 F" L Z .082 41 1" L X 0 42 1" L Z .082 43 C' L X 0 44 C' L Z .034 45 F' L X 0 46 F' L Z .064 47 1' L X 0 48 1' L Z .064 49 B' L X 0 50 B' L Z .024 51 A L X 0 52 A L Z .017 53 D L X 0 54 D L Z .028 55 A L X 0 56 A L Z .008 57 B L X 0 58 B L Z .008 59 D L X 0 60 D L Z .018 61 E L X 0 62 E L Z .018 63 G L X 0 64 G L Z .018 65 H L X 0 66 H L Z .018 Joint Loads and Enforced Displacements (BLC 4 : Wind Load (30, 210)) Ininf I nhcl I n RA nircnfinn Mnnnifnricr/Ir Ir-ff1 (in rnH) (Ir*cA9/i 1 C 1 L X .063 2 C1 L Z .108 3 C2 L X .063 4 C2 L Z .108 5 F 1 L X .063 6 F1 L Z .108 7 F2 L X .063 8 F2 L Z .108 9 11 L X .068 10 11 L Z .119 RISA-3D Version 17.0.1[\... \... \... \... \... \2021-003-009\Five Corners Fire Station, WA\824070.r3d] Page 6 Company Vertical Structures, Inc. ',RI Designer � Job Number 20 2021-003-009 ANEMErscHEKCO3. _ . Model Name Five Corners -Fire Station, WA BU#824070 May 17, 2021 10:32 AM Checked By: ASEL Joint Loads and Enforced Displacements (BLC 4 : Wind Load (30, 210)) (Continued) Joint Label L.D.M Direction Maanitudef(k.k-ft). (in.rad). (k*sA2/i... 11 12 L X .068 12 12 L Z .119 13 B 1 L X .046 14 B 1 L Z .079 15 B2 L X .046 16 B2 L Z .079 17 El L X .046 18 El L Z .079 19 E2 L X .046 20 E2 L Z .079 21 H 1 L X .048 22 H 1 L Z .083 23 H2 L X .048 24 H2 L Z .083 25 Al L X .032 26 Al L Z .055 27 A2 L X .032 28 A2 L Z .055 29 D1 L X .032 30 D1 L Z .055 31 D2 L X .032 32 D2 L Z .055 33 G1 L X .027 34 G 1 L Z .047 35 G2 L X .027 36 G2 L Z .047 37 C" L X .033 38 C" L Z .058 39 F" L X .033 40 F" L Z .058 41 1" L X .038 42 1" L Z .066 43 C' L X .028 44 C' L Z .049 45 F' L X .028 46 F' L Z .049 47 1' L X .027 48 1' L Z .048 49 B' L X .032 50 B' L Z .056 51 A L X .013 52 A L Z .022 53 D L X .013 54 D L Z .022 55 A L X .007 56 A L Z .013 57 B L X .007 58 B L Z .013 59 D L X .007 60 D L Z .013 61 E L X .007 62 E L Z .013 63 G L X .008 64 G L Z .014 65 H L X .008 66 H L Z .014 RISA-3D Version 17.0.1[\... \... \... \... \... \2021-003-009\Five Corners Fire Station, WA\824070.r3d] Page 7 Company Vertical Structures, Inc. May 17, 2021 ',RI � Designer 20 Checked AM ed Job Number 2021-003-009 Checked By: ASEL ANEMErscHEKCO', _ . Model Name Five Corners -Fire Station, WA BU#824070 Joint Loads and Enforced Displacements (BLC 5 : Wind Load (60, 240)) .Inint I ahel I n M nimntinn MannitiOpUk k-ft) (in rRH) (k*sA9/i 1 C1 L X .131 2 C 1 L Z .076 3 C2 L X .131 4 C2 L Z .076 5 F 1 L X .057 6 F 1 L Z .033 7 F2 L X .057 8 F2 L Z .033 9 11 L X .131 10 11 L Z .076 11 12 L X .131 12 12 L Z .076 13 B 1 L X .093 14 B 1 L Z .054 15 B2 L X .093 16 B2 L Z .054 17 El L X .043 18 El L Z .025 19 E2 L X .043 20 E2 L Z .025 21 H 1 L X .093 22 H 1 L Z .054 23 H2 L X .093 24 H2 L Z .054 25 Al L X .059 26 Al L Z .034 27 A2 L X .059 28 A2 L Z .034 29 D1 L X .036 30 D 1 L Z .021 31 D2 L X .036 32 D2 L Z .021 33 G1 L X .059 34 G 1 L Z .034 35 G2 L X .059 36 G2 L Z .034 37 C" L X .071 38 C" L Z .041 39 F" L X .029 40 F" L Z .016 41 1" L X .071 42 1" L Z .041 43 C' L X .056 44 C' L Z .032 45 F' L X .029 46 F' L Z .017 47 1' L X .056 48 1' L Z .032 49 B' L X .076 50 B' L Z .044 51 A L X .025 52 A L Z .014 53 D L X .014 54 D L Z .008 55 A L X .016 56 A L Z .009 57 B L X .016 RISA-3D Version 17.0.1[\... \... \... \... \... \2021-003-009\Five Corners Fire Station, WA\824070.r3d] Page 8 Company Vertical Structures, Inc. ',RI Designer � Job Number 20 2021-003-009 ANEMErscHEKCO', _ . Model Name Five Corners -Fire Station, WA BU#824070 May 17, 2021 10:32 AM Checked By: ASEL Joint Loads and Enforced Displacements (BLC 5 : Wind Load (60, 240)) (Continued) Ininr I h.1 i n nA ni-tinn RA-ifivfcr/e le-M [in -AN /L,*cA9/i 58 B L Z .009 59 D L X .007 60 D L Z .004 61 E L X .007 62 E L Z .004 63 G L X .016 64 G L Z .009 65 H L X .016 66 H L Z .009 Joint Loads and Enforced Displacements (BLC 6 : Wind Load (90, 270)) Ininf I �Kel 1 n RA ni-fin. rwi nni+ 4_r/4 4_ff1 fin -AN /Ir*cA7/i 1 C1 L X .137 2 C1 L Z 0 3 C2 L X .137 4 C2 L Z 0 5 F1 L X .125 6 F1 L Z 0 7 F2 L X .125 8 F2 L Z 0 9 11 L X .125 10 11 L Z 0 11 12 L X .125 12 12 L Z 0 13 B 1 L X .096 14 B1 L Z 0 15 B2 L X .096 16 B2 L Z 0 17 El L X .091 18 El L Z 0 19 E2 L X .091 20 E2 L Z 0 21 H1 L X .091 22 H1 L Z 0 23 H2 L X .091 24 H2 L Z 0 25 Al L X .055 26 Al L Z 0 27 A2 L X .055 28 A2 L Z 0 29 D 1 L X .064 30 D1 L Z 0 31 D2 L X .064 32 D2 L Z 0 33 G 1 L X .064 34 G 1 L Z 0 35 G2 L X .064 36 G2 L Z 0 37 C L X .076 38 C" L Z 0 39 F" L X .067 40 F" L Z 0 41 1,, L X .067 42 1,, L Z 0 43 C, L X .055 44 C, L Z 0 RISA-3D Version 17.0.1[\... \... \... \... \... \2021-003-009\Five Corners Fire Station, WA\824070.r3d] Page 9 Company Vertical Structures, Inc. ',RI Designer � Job Number 20 2021-003-009 ANEMErscHEKCO', _ . Model Name Five Corners -Fire Station, WA BU#824070 May 17, 2021 10:32 AM Checked By: ASEL Joint Loads and Enforced Displacements (BLC 6 : Wind Load (90, 270)) (Continued) Ininr I ha1 I n nA ni-tinn RAonniti,rlar/k le-M fin -AN (k*cA9/i 45 F' L X .057 46 F' L Z 0 47 1' L X .057 48 1' L Z 0 49 B' L X .088 50 B' L Z 0 51 A L X .023 52 A L Z 0 53 D L X .026 54 D L Z 0 55 A L X .016 56 A L Z 0 57 B L X .016 58 B L Z 0 59 D L X .015 60 D L Z 0 61 E L X .015 62 E L Z 0 63 G L X .015 64 G L Z 0 65 H L X .015 66 H L Z 0 Joint Loads and Enforced Displacements (BLC 7 : Wind Load (120, 300)) _Inint I nhal I n RA nirartinn Unnnifiirlar(k k-ft) /in rnrll (k*CA9/i 1 C1 L X .131 2 C 1 L Z -.076 3 C2 L X .131 4 C2 L Z -.076 5 F1 L X .131 6 F 1 L Z -.076 7 F2 L X .131 8 F2 L Z -.076 9 11 L X .057 10 11 L Z -.033 11 12 L X .057 12 12 L Z -.033 13 B1 L X .093 14 B 1 L Z -.054 15 B2 L X .093 16 B2 L Z -.054 17 El L X .093 18 El L Z -.054 19 E2 L X .093 20 E2 L Z -.054 21 H 1 L X .043 22 H 1 L Z -.025 23 H2 L X .043 24 H2 L Z -.025 25 Al L X .059 26 Al L Z -. 034 27 A2 L X .059 28 A2 L Z -.034 29 D1 L X .059 30 D 1 L Z -. 034 31 D2 L X 059 RISA-3D Version 17.0.1[\... \... \... \... \... \2021-003-009\Five Corners Fire Station, WA\824070.r3d] Page 10 Company Vertical Structures, Inc. ',RI Designer � Job Number 20 2021-003-009 ANEMErscHEKCO', _ . Model Name Five Corners -Fire Station, WA BU#824070 May 17, 2021 10:32 AM Checked By: ASEL Joint Loads and Enforced Displacements (BLC 7 : Wind Load (120, 300)) (Continued) Ininr I h.1 I n nA ni-tinn RA-it-Imme le-M [in -AN /L,*cA9/i 32 D2 L Z -.034 33 G1 L X .036 34 G 1 L Z -. 021 35 G2 L X .036 36 G2 L Z -.021 37 C" L X .071 38 C" L Z -.041 39 F" L X .071 40 F" L Z -.041 41 1" L X .029 42 1" L Z -.016 43 C' L X .056 44 C' L Z -.032 45 F' L X .056 46 F' L Z -.032 47 1' L X .029 48 1' L Z -.017 49 B' L X .076 50 B' L Z -.044 51 A L X .025 52 A L Z -.014 53 D L X .025 54 D L Z -.014 55 A L X .016 56 A L Z -.009 57 B L X .016 58 B L Z -.009 59 D L X .016 60 D L Z -.009 61 E L X .016 62 E L Z -.009 63 G L X .007 64 G L Z -.004 65 H L X .007 66 H L Z -.004 Joint Loads and Enforced Displacements (BLC 8 : Wind Load (150, 330)) Inint I h.1 I n RA ni-tinn Mnnnitnr1cr/4 Ir-M /in ro 4l /Ir*cA9/i 1 C 1 L X .063 2 C 1 L Z -.108 3 C2 L X .063 4 C2 L Z -.108 5 F 1 L X .068 6 F 1 L Z -.119 7 F2 L X .068 8 F2 L Z -.119 9 11 L X .063 10 11 L Z -.108 11 12 L X .063 12 12 L Z -.108 13 B 1 L X .046 14 B 1 L Z -.079 15 B2 L X .046 16 B2 L Z -.079 17 El L X .048 18 E1 L Z -.083 RISA-3D Version 17.0.1[\... \... \... \... \... \2021-003-009\Five Corners Fire Station, WA\824070.r3d] Page 11 Company Vertical Structures, Inc. 1RIS►4 Designer : 2AM 0 Job Number 2021-003-009 Model Name Five Corners -Fire Station, WA BU#824070 May 17, 2021 10:32 AM Checked By: ASEL Joint Loads and Enforced Displacements (BLC 8 : Wind Load (150, 330)) (Continued) Joint Label L.D.M Direction Maanituder(k.k-f ). (in.rad). (k*s^2/i... 19 E2 L X .048 20 E2 L Z -.083 21 H 1 L X .046 22 H 1 L Z -.079 23 H2 L X .046 24 H2 L Z -.079 25 Al L X .032 26 Al L Z -.055 27 A2 L X .032 28 A2 L Z -.055 29 D1 L X .027 30 D 1 L Z -.047 31 D2 L X .027 32 D2 L Z -.047 33 G1 L X .032 34 GI L Z -.055 35 G2 L X .032 36 G2 L Z -.055 37 C" L X .033 38 C" L Z -.058 39 F" L X .038 40 F" L Z -.066 41 1" L X .033 42 1,, L Z -.058 43 C' L X .028 44 C' L Z -.049 45 F' L X .027 46 F' L Z -.048 47 1' L X .028 48 1' L Z -.049 49 B' L X .032 50 B' L Z -.056 51 A L X .013 52 A L Z -.022 53 D L X .012 54 D L Z -.02 55 A L X .007 56 A L Z -.013 57 B L X .007 58 B L Z -.013 59 D L X .008 60 D L Z -.014 61 E L X .008 62 E L Z -.014 63 G L X .007 64 G L Z -.013 65 H L X .007 66 H L Z -.013 Joint Loads and Enforced Displacements (BLC 9 : Ice Wind Load (0, 180)) Joint Label L.D.M Direction Maanituder(k.k-f ). (in.rad). (k*s^2/i... 1 C1 L X 0 2 C1 L Z .007 3 C2 L X 0 4 C2 L Z .007 5 F1 L X 0 RISA-3D Version 17.0.1[\... \... \... \... \... \2021-003-009\Five Corners Fire Station, WA\824070.r3d] Page 12 Company Vertical Structures, Inc. May 17, 2021 ',RI � Designer 20 Checked AM ed Job Number 2021-003-009 Checked By: ASEL ANEMErscHEKCO', _ . Model Name Five Corners -Fire Station, WA BU#824070 Joint Loads and Enforced Displacements (BLC 9 : Ice Wind Load (0, 180)) (Continued) .Inint I ahel I n M nimn inn Manniti0pr(k k-ft) (in rwfi (k*sA9/i 6 F1 L Z .016 7 F2 L X 0 8 F2 L Z .016 9 11 L X 0 10 11 L Z .016 11 12 L X 0 12 12 L Z .016 13 B1 L X 0 14 B 1 L Z .007 15 B2 L X 0 16 B2 L Z .007 17 E1 L X 0 18 E1 L Z .013 19 E2 L X 0 20 E2 L Z .013 21 H1 L X 0 22 H 1 L Z .013 23 H2 L X 0 24 H2 L Z .013 25 Al L X 0 26 Al L Z .005 27 A2 L X 0 28 A2 L Z .005 29 D1 L X 0 30 D1 L Z .008 31 D2 L X 0 32 D2 L Z .008 33 G1 L X 0 34 G1 L Z .008 35 G2 L X 0 36 G2 L Z .008 37 C" L X 0 38 C" L Z .004 39 F" L X 0 40 F" L Z .009 41 1" L X 0 42 1" L Z .009 43 C' L X 0 44 C' L Z .004 45 F' L X 0 46 F' L Z .007 47 1' L X 0 48 1' L Z .007 49 B' L X 0 50 B' L Z .003 51 A L X 0 52 A L Z .002 53 D L X 0 54 D L Z .004 55 A L X 0 56 A L Z .001 57 B L X 0 58 B L Z .001 59 D L X 0 60 D L Z .002 61 E L X 0 62 E L Z .002 RISA-3D Version 17.0.1[\... \... \... \... \... \2021-003-009\Five Corners Fire Station, WA\824070.r3d] Page 13 Company Vertical Structures, Inc. 1RIS►4 Designer : 2AM 0 Job Number 2021-003-009 Model Name Five Corners -Fire Station, WA BU#824070 May 17, 2021 10:32 AM Checked By: ASEL Joint Loads and Enforced Displacements (BLC 9 : Ice Wind Load (0, 180)) (Continued) Joint Label L.D.M Direction Maanituder(k.k-f ). (in.rad). (k*s^2/i... 63 G L X 0 64 G L Z .002 65 H L X 0 66 H L Z .002 Joint Loads and Enforced Displacements (BLC 10 : Ice Wind Load (30, 210)) Joint Label L.D.M Direction Maanituder(k.k-f ). (in.rad). (k*s^2/i... 1 C1 L X .007 2 C1 L Z .012 3 C2 L X .007 4 C2 L Z .012 5 F 1 L X .007 6 F1 L Z .012 7 F2 L X .007 8 F2 L Z .012 9 11 L X .007 10 11 L Z .012 11 12 L X .007 12 12 L Z .012 13 B 1 L X .006 14 B1 L Z .01 15 B2 L X .006 16 B2 L Z .01 17 El L X .006 18 E1 L Z .01 19 E2 L X .006 20 E2 L Z .01 21 H 1 L X .005 22 H 1 L Z .009 23 H2 L X .005 24 H2 L Z .009 25 Al L X .004 26 Al L Z .007 27 A2 L X .004 28 A2 L Z .007 29 D1 L X .004 30 D1 L Z .007 31 D2 L X .004 32 D2 L Z .007 33 G 1 L X .003 34 G1 L Z .005 35 G2 L X .003 36 G2 L Z .005 37 C" L X .004 38 C" L Z .007 39 F" L X .004 40 F" L Z .007 41 1" L X .004 42 1" L Z .007 43 C' L X .003 44 C' L Z .006 45 F' L X .003 46 F' L Z .006 47 1' L X .003 48 1' L Z .005 49 B' L X .004 RISA-3D Version 17.0.1[\... \... \... \... \... \2021-003-009\Five Corners Fire Station, WA\824070.r3d] Page 14 Company Vertical Structures, Inc. ',RI Designer � Job Number 20 2021-003-009 ANEMErscHEKCO', _ . Model Name Five Corners -Fire Station, WA BU#824070 May 17, 2021 10:32 AM Checked By: ASEL Joint Loads and Enforced Displacements (BLC 10 : Ice Wind Load (30, 210)) (Continued) Ininr I h.1 i n nA ni-tinn RA-it-Im a le-M [in -AN /L,*cA9/i 50 B' L Z .006 51 A L X .002 52 A L Z .003 53 D L X .002 54 D L Z .003 55 A L X .001 56 A L Z .002 57 B L X .001 58 B L Z .002 59 D L X .001 60 D L Z .002 61 E L X .001 62 E L Z .002 63 G L X .001 64 G L Z .002 65 H L X .001 66 H L Z .002 Joint Loads and Enforced Displacements (BLC 11: Ice Wind Load (60, 240)) Ininf I ok_l 1 n nA nircrfi.,n 4_ff1 fin -AN /Ir*cA')/i 1 C1 L X .014 2 C1 L Z .008 3 C2 L X .014 4 C2 L Z .008 5 F 1 L X .006 6 F 1 L Z .004 7 F2 L X .006 8 F2 L Z .004 9 11 L X .014 10 11 L Z .008 11 12 L X .014 12 12 L Z .008 13 B1 L X .011 14 B 1 L Z .006 15 B2 L X .011 16 B2 L Z .006 17 El L X .006 18 E1 L Z .003 19 E2 L X .006 20 E2 L Z .003 21 H1 L X .011 22 H 1 L Z .006 23 H2 L X .011 24 H2 L Z .006 25 Al L X .007 26 Al L Z .004 27 A2 L X .007 28 A2 L Z .004 29 D1 L X .004 30 D1 L Z .003 31 D2 L X .004 32 D2 L Z .003 33 G1 L X .007 34 G 1 L Z .004 35 G2 L X .007 36 G2 L Z .004 RISA-3D Version 17.0.1[\... \... \... \... \... \2021-003-009\Five Corners Fire Station, WA\824070.r3d] Page 15 Company Vertical Structures, Inc. ',RI Designer � Job Number 20 2021-003-009 ANEMErscHEKCO', _ . Model Name Five Corners -Fire Station, WA BU#824070 May 17, 2021 10:32 AM Checked By: ASEL Joint Loads and Enforced Displacements (BLC 11 : Ice Wind Load (60, 240)) (Continued) Ininr I h.1 I n nA ni-tinn RAonniti,rimme le-M !in -AN /k*cA9/i 37 C" L X .008 38 C" L Z .005 39 F" L X .004 40 F" L Z .002 41 1" L X .008 42 1" L Z .005 43 C' L X .006 44 C' L Z .004 45 F' L X .004 46 F' L Z .002 47 1' L X .006 48 1' L Z .004 49 B' L X .008 50 B' L Z .005 51 A L X .003 52 A L Z .002 53 D L X .002 54 D L Z .001 55 A L X .002 56 A L Z .001 57 B L X .002 58 B L Z .001 59 D L X .001 60 D L Z .001 61 E L X .001 62 E L Z .001 63 G L X .002 64 G L Z .001 65 H L X .002 66 H L Z .001 Joint Loads and Enforced Displacements (BLC 12: Ice Wind Load (90, 270)) .Inint I nhal 1 n nA nirar•tinn Manniti,rwtk k-ft) [in rnH) (k*cA9/i 1 C1 L X .014 2 C1 L Z 0 3 C2 L X .014 4 C2 L Z 0 5 F1 L X .014 6 F1 L Z 0 7 F2 L X .014 8 F2 L Z 0 9 11 L X .014 10 11 L Z 0 11 12 L X .014 12 12 L Z 0 13 B1 L X .011 14 B1 L Z 0 15 B2 L X .011 16 B2 L Z 0 17 E1 L X .011 18 E1 L Z 0 19 E2 L X .011 20 E2 L Z 0 21 H1 L X .011 22 H1 L Z 0 23 H2 L X .011 RISA-3D Version 17.0.1[\... \... \... \... \... \2021-003-009\Five Corners Fire Station, WA\824070.r3d] Page 16 Company Vertical Structures, Inc. ',RI Designer � Job Number 20 2021-003-009 ANEMErscHEKCO', _ . Model Name Five Corners -Fire Station, WA BU#824070 May 17, 2021 10:32 AM Checked By: ASEL Joint Loads and Enforced Displacements (BLC 12 : Ice Wind Load (90, 270)) (Continued) Ininr I h.1 I n nA ni-tinn RA-it-Im a le-M [in -AN (Lr*cA9/i 24 H2 L Z 0 25 Al L X .006 26 Al L Z 0 27 A2 L X .006 28 A2 L Z 0 29 D1 L X .008 30 D1 L Z 0 31 D2 L X .008 32 D2 L Z 0 33 G 1 L X .008 34 G 1 L Z 0 35 G2 L X .008 36 G2 L Z 0 37 C" L X .008 38 C" L Z 0 39 F" L X .008 40 F" L Z 0 41 1" L X .008 42 1" L Z 0 43 C' L X .006 44 C' L Z 0 45 F' L X .007 46 F' L Z 0 47 1' L X .007 48 1' L Z 0 49 B' L X .009 50 B' L Z 0 51 A L X .003 52 A L Z 0 53 D L X .003 54 D L Z 0 55 A L X .002 56 A L Z 0 57 B L X .002 58 B L Z 0 59 D L X .002 60 D L Z 0 61 E L X .002 62 E L Z 0 63 G L X .002 64 G L Z 0 65 H L X .002 66 H L Z 0 Joint Loads and Enforced Displacements (BLC 13 : Ice Wind Load (120, 300)) Ininf I nhcl I n PA nircnfinn Mnnnifnricr/Ir Ir-ff1 (in rnH) (Ir*cA9/i 1 C1 L X .014 2 C1 L Z -.008 3 C2 L X .014 4 C2 L Z -.008 5 F1 L X .014 6 F 1 L Z -.008 7 F2 L X .014 8 F2 L Z -.008 9 11 L X .006 10 11 L Z -.004 RISA-3D Version 17.0.1[\... \... \... \... \... \2021-003-009\Five Corners Fire Station, WA\824070.r3d] Page 17 Company Vertical Structures, Inc. 1RIS►4 Designer : 2AM 0 Job Number 2021-003-009 Model Name Five Corners -Fire Station, WA BU#824070 May 17, 2021 10:32 AM Checked By: ASEL Joint Loads and Enforced Displacements (BLC 13 : Ice Wind Load (120, 300)) (Continued) Joint Label L.D.M Direction Maanitudef(k.k-f ). (in.rad). (k*s^2/i... 11 12 L X .006 12 12 L Z -.004 13 B1 L X .011 14 B 1 L Z -.006 15 B2 L X .011 16 B2 L Z -.006 17 E1 L X .011 18 El L Z -.006 19 E2 L X .011 20 E2 L Z -.006 21 H 1 L X .006 22 H 1 L Z -.003 23 H2 L X .006 24 H2 L Z -.003 25 Al L X .007 26 Al L Z -.004 27 A2 L X .007 28 A2 L Z -.004 29 D1 L X .007 30 D 1 L Z -.004 31 D2 L X .007 32 D2 L Z -.004 33 G1 L X .004 34 G 1 L Z -.003 35 G2 L X .004 36 G2 L Z -.003 37 C" L X .008 38 C" L Z -.005 39 F" L X .008 40 F" L Z -.005 41 1" L X .004 42 1" L Z -.002 43 C' L X .006 44 C' L Z -.004 45 F' L X .006 46 F' L Z -.004 47 1' L X .004 48 1' L Z -.002 49 B' L X .008 50 B' L Z -.005 51 A L X .003 52 A L Z -.002 53 D L X .003 54 D L Z -.002 55 A L X .002 56 A L Z -.001 57 B L X .002 58 B L Z -.001 59 D L X .002 60 D L Z -.001 61 E L X .002 62 E L Z -.001 63 G L X .001 64 G L Z -.001 65 H L X .001 66 H L Z -.001 RISA-3D Version 17.0.1[\... \... \... \... \... \2021-003-009\Five Corners Fire Station, WA\824070.r3d] Page 18 Company Vertical Structures, Inc. May 17, 2021 ',RI � Designer 20 Checked AM ed Job Number 2021-003-009 Checked By: ASEL ANEMErscHEKCO', _ . Model Name Five Corners -Fire Station, WA BU#824070 Joint Loads and Enforced Displacements (BLC 14 : Ice Wind Load (150, 330)) .Inint I ahel I n M nimntinn MannitiOpUk k-ft) (in rRH) (k*sA9/i 1 C1 L X .007 2 C 1 L Z -.012 3 C2 L X .007 4 C2 L Z -.012 5 F 1 L X .007 6 F 1 L Z -.012 7 F2 L X .007 8 F2 L Z -.012 9 11 L X .007 10 11 L Z -.012 11 12 L X .007 12 12 L Z -.012 13 B 1 L X .006 14 B 1 L Z -.01 15 B2 L X .006 16 B2 L Z -.01 17 E1 L X .005 18 E1 L Z -.009 19 E2 L X .005 20 E2 L Z -.009 21 H 1 L X .006 22 H 1 L Z -.01 23 H2 L X .006 24 H2 L Z -.01 25 Al L X .004 26 Al L Z -.007 27 A2 L X .004 28 A2 L Z -.007 29 D1 L X .003 30 D 1 L Z -.005 31 D2 L X .003 32 D2 L Z -.005 33 G1 L X .004 34 G 1 L Z -.007 35 G2 L X .004 36 G2 L Z -.007 37 C" L X .004 38 C" L Z -.007 39 F" L X .004 40 F" L Z -.007 41 1" L X .004 42 1" L Z -.007 43 C' L X .003 44 C' L Z -.006 45 F' L X .003 46 F' L Z -.005 47 1' L X .003 48 1' L Z -.006 49 B' L X .004 50 B' L Z -.006 51 A L X .002 52 A L Z -.003 53 D L X .001 54 D L Z -.003 55 A L X .001 56 A L Z -.002 57 B L X .001 RISA-3D Version 17.0.1[\... \... \... \... \... \2021-003-009\Five Corners Fire Station, WA\824070.r3d] Page 19 Company Vertical Structures, Inc. ',RI Designer � Job Number 20 2021-003-009 ANEMErscHEKCO', _ . Model Name Five Corners -Fire Station, WA BU#824070 May 17, 2021 10:32 AM Checked By: ASEL Joint Loads and Enforced Displacements (BLC 14 : Ice Wind Load (150, 330)) (Continued) Ininr I h.1 i n nA ni—tinn RA—ifivfcr/e le-M [in -AN /L,*cA9/i 58 B L Z -.002 59 D L X .001 60 D L Z -.002 61 E L X .001 62 E L Z -.002 63 G L X .001 64 G L Z -.002 65 H L X .001 66 H L Z -.002 Joint Loads and Enforced Displacements (BLC 15 : Service Wind Load (0, 180)) Ininf I �Kel I n RA nir fin. rAni+ 4_r/4 4_ff1 fin —AN /Ir*cA7/i 1 C1 L X 0 2 C 1 L Z .006 3 C2 L X 0 4 C2 L Z .006 5 F1 L X 0 6 F1 L Z .014 7 F2 L X 0 8 F2 L Z .014 9 11 L X 0 10 11 L Z .014 11 12 L X 0 12 12 L Z .014 13 B1 L X 0 14 B1 L Z .005 15 B2 L X 0 16 B2 L Z .005 17 E1 L X 0 18 El L Z .01 19 E2 L X 0 20 E2 L Z .01 21 H1 L X 0 22 H1 L Z .01 23 H2 L X 0 24 H2 L Z .01 25 Al L X 0 26 Al L Z .004 27 A2 L X 0 28 A2 L Z .004 29 D1 L X 0 30 D 1 L Z .006 31 D2 L X 0 32 D2 L Z .006 33 G1 L X 0 34 G 1 L Z .006 35 G2 L X 0 36 G2 L Z .006 37 C" L X 0 38 C" L Z .003 39 F" L X 0 40 F" L Z .008 41 1" L X 0 42 1,,1 L Z .008 43 C' L X 0 44 C' L Z .003 RISA-3D Version 17.0.1[\... \... \... \... \... \2021-003-009\Five Corners Fire Station, WA\824070.r3d] Page 20 Company Vertical Structures, Inc. ',RI Designer � Job Number 20 2021-003-009 ANEMErscHEKCO', _ . Model Name Five Corners -Fire Station, WA BU#824070 May 17, 2021 10:32 AM Checked By: ASEL Joint Loads and Enforced Displacements (BLC 15 : Service Wind Load (0, 180)) (Continued) Ininr I ha1 I n nA ni-tinn RAonniti,rimme le-M [in -AN (k*cA9/i 45 F' L X 0 46 F' L Z .006 47 1' L X 0 48 1' L Z .006 49 B' L X 0 50 B' L Z .002 51 A L X 0 52 A L Z .002 53 D L X 0 54 D L Z .003 55 A L X 0 56 A L Z .001 57 B L X 0 58 B L Z .001 59 D L X 0 60 D L Z .002 61 E L X 0 62 E L Z .002 63 G L X 0 64 G L Z .002 65 H L X 0 66 H L Z .002 Joint Loads and Enforced Displacements (BLC 16 : Service Wind Load (30, 210)) _Inint I nhal I n RA nirartinn Unnnifiirlar(k k-ft) (in rnrll (k*CA9/i 1 C 1 L X .006 2 C1 L Z .01 3 C2 L X .006 4 C2 L Z .01 5 F 1 L X .006 6 F1 L Z .01 7 F2 L X .006 8 F2 L Z .01 9 11 L X .006 10 11 L Z .011 11 12 L X .006 12 12 L Z .011 13 B 1 L X .004 14 B1 L Z .007 15 B2 L X .004 16 B2 L Z .007 17 El L X .004 18 E1 L Z .007 19 E2 L X .004 20 E2 L Z .007 21 H 1 L X .004 22 H 1 L Z .008 23 H2 L X .004 24 H2 L Z .008 25 Al L X .003 26 Al L Z .005 27 A2 L X .003 28 A2 L Z .005 29 D1 L X .003 30 D1 L Z .005 31 D2 L X .003 RISA-3D Version 17.0.1[\... \... \... \... \... \2021-003-009\Five Corners Fire Station, WA\824070.r3d] Page 21 Company Vertical Structures, Inc. 1RIS►4 Designer : 2AM 0 Job Number 2021-003-009 Model Name Five Corners -Fire Station, WA BU#824070 May 17, 2021 10:32 AM Checked By: ASEL Joint Loads and Enforced Displacements (BLC 16 : Service Wind Load (30, 210)) (Continued) Joint Label L.D.M Direction Maanitudef(k.k-f ). (in.rad). (k*s^2/i... 32 D2 L Z .005 33 G1 L X .003 34 G 1 L Z .004 35 G2 L X .003 36 G2 L Z .004 37 C" L X .003 38 C" L Z .005 39 F" L X .003 40 F" L Z .005 41 1" L X .004 42 1" L Z .006 43 C' L X .003 44 C' L Z .005 45 F' L X .003 46 F' L Z .005 47 1' L X .003 48 1' L Z .004 49 B' L X .003 50 B' L Z .005 51 A L X .001 52 A L Z .002 53 D L X .001 54 D L Z .002 55 A L X .001 56 A L Z .001 57 B L X .001 58 B L Z .001 59 D L X .001 60 D L Z .001 61 E L X .001 62 E L Z .001 63 G L X .001 64 G L Z .001 65 H L X .001 66 H L Z .001 Joint Loads and Enforced Displacements (BLC 17 : Service Wind Load (60, 240)) Joint Label L.D.M Direction Maanitudef(k.k-ft). (in.rad). (k*s^2/i... 1 C1 L X .012 2 C1 L Z .007 3 C2 L X .012 4 C2 L Z .007 5 F 1 L X .005 6 F1 L Z .003 7 F2 L X .005 8 F2 L Z .003 9 11 L X .012 10 11 L Z .007 11 12 L X .012 12 12 L Z .007 13 B 1 L X .009 14 B1 L Z .005 15 B2 L X .009 16 B2 L Z .005 17 El L X .004 18 El L Z .002 RISA-3D Version 17.0.1[\... \... \... \... \... \2021-003-009\Five Corners Fire Station, WA\824070.r3d] Page 22 Company Vertical Structures, Inc. 1RIS►4 Designer : 2AM 0 Job Number 2021-003-009 Model Name Five Corners -Fire Station, WA BU#824070 May 17, 2021 10:32 AM Checked By: ASEL Joint Loads and Enforced Displacements (BLC 17 : Service Wind Load (60, 240)) (Continued) Joint Label L.D.M Direction Maanitudef(k.k-f ). (in.rad). (k*s^2/i... 19 E2 L X .004 20 E2 L Z .002 21 H 1 L X .009 22 H 1 L Z .005 23 H2 L X .009 24 H2 L Z .005 25 Al L X .006 26 Al L Z .003 27 A2 L X .006 28 A2 L Z .003 29 D1 L X .003 30 D1 L Z .002 31 D2 L X .003 32 D2 L Z .002 33 G1 L X .006 34 G1 L Z .003 35 G2 L X .006 36 G2 L Z .003 37 C" L X .007 38 C" L Z .004 39 F" L X .003 40 F" L Z .002 41 1" L X .007 42 1,, L Z .004 43 C' L X .005 44 C' L Z .003 45 F' L X .003 46 F' L Z .002 47 1' L X .005 48 1' L Z .003 49 B' L X .007 50 B' L Z .004 51 A L X .002 52 A L Z .001 53 D L X .001 54 D L Z .001 55 A L X .001 56 A L Z .001 57 B L X .001 58 B L Z .001 59 D L X .001 60 D L Z 0 61 E L X .001 62 E L Z 0 63 G L X .001 64 G L Z .001 65 H L X .001 66 H L Z .001 Joint Loads and Enforced Displacements (BLC 18 : Service Wind Load (90, 270)) Joint Label L.D.M Direction Maanitudef(k.k-ft). (in.rad). (k*s^2/i... 1 C1 L X .013 2 C1 L Z 0 3 C2 L X .013 4 C2 L Z 0 5 F1 L X .012 RISA-3D Version 17.0.1[\... \... \... \... \... \2021-003-009\Five Corners Fire Station, WA\824070.r3d] Page 23 Company Vertical Structures, Inc. May 17, 2021 ',RI � Designer 20 Checked AM ed Job Number 2021-003-009 Checked By: ASEL ANEMErscHEKCO', _ . Model Name Five Corners -Fire Station, WA BU#824070 Joint Loads and Enforced Displacements (BLC 18 : Service Wind Load (90, 270)) (Continued) .Inint I ahel I n M nimn inn Manniti0pr(k k-ft) (in rwfi (k*sA9/i 6 F1 L Z 0 7 F2 L X .012 8 F2 L Z 0 9 11 L X .012 10 11 L Z 0 11 12 L X .012 12 12 L Z 0 13 B1 L X .009 14 B1 L Z 0 15 B2 L X .009 16 B2 L Z 0 17 El L X .009 18 E1 L Z 0 19 E2 L X .009 20 E2 L Z 0 21 H 1 L X .009 22 H1 L Z 0 23 H2 L X .009 24 H2 L Z 0 25 Al L X .005 26 Al L Z 0 27 A2 L X .005 28 A2 L Z 0 29 D1 L X .006 30 D1 L Z 0 31 D2 L X .006 32 D2 L Z 0 33 G1 L X .006 34 G 1 L Z 0 35 G2 L X .006 36 G2 L Z 0 37 C" L X .007 38 C" L Z 0 39 F" L X .006 40 F" L Z 0 41 1" L X .006 42 1" L Z 0 43 C' L X .005 44 C' L Z 0 45 F' L X .005 46 F' L Z 0 47 1' L X .005 48 1' L Z 0 49 B' L X .008 50 B' L Z 0 51 A L X .002 52 A L Z 0 53 D L X .002 54 D L Z 0 55 A L X .002 56 A L Z 0 57 B L X .002 58 B L Z 0 59 D L X .001 60 D L Z 0 61 E L X .001 62 E L Z 0 RISA-3D Version 17.0.1[\... \... \... \... \... \2021-003-009\Five Corners Fire Station, WA\824070.r3d] Page 24 Company Vertical Structures, Inc. 1RIS►4 Designer : 2AM 0 Job Number 2021-003-009 Model Name Five Corners -Fire Station, WA BU#824070 May 17, 2021 10:32 AM Checked By: ASEL Joint Loads and Enforced Displacements (BLC 18 : Service Wind Load (90, 270)) (Continued) Joint Label L.D.M Direction Maanituder(k.k-f ). (in.rad). (k*s^2/i... 63 G L X .001 64 G L Z 0 65 H L X .001 66 H L Z 0 Joint Loads and Enforced Displacements (BLC 19 : Service Wind Load (120, 300)) Joint Label L.D.M Direction Maanituder(k.k-f ). (in.rad). (k*s^2/i... 1 C1 L X .012 2 C1 L Z -.007 3 C2 L X .012 4 C2 L Z -.007 5 F1 L X .012 6 F1 L Z -.007 7 F2 L X .012 8 F2 L Z -.007 9 11 L X .005 10 11 L Z -.003 11 12 L X .005 12 12 L Z -.003 13 B1 L X .009 14 B1 L Z -.005 15 B2 L X .009 16 B2 L Z -.005 17 El L X .009 18 E1 L Z -.005 19 E2 L X .009 20 E2 L Z -.005 21 H 1 L X .004 22 H 1 L Z -.002 23 H2 L X .004 24 H2 L Z -.002 25 Al L X .006 26 Al L Z -.003 27 A2 L X .006 28 A2 L Z -.003 29 D1 L X .006 30 D1 L Z -.003 31 D2 L X .006 32 D2 L Z -.003 33 G 1 L X .003 34 G 1 L Z -.002 35 G2 L X .003 36 G2 L Z -.002 37 C" L X .007 38 C" L Z -.004 39 F" L X .007 40 F" L Z -.004 41 1" L X .003 42 1" L Z -.002 43 C' L X .005 44 C' L Z -.003 45 F' L X .005 46 F' L Z -.003 47 1' L X .003 48 1' L Z -.002 49 B' L X .007 RISA-3D Version 17.0.1[\... \... \... \... \... \2021-003-009\Five Corners Fire Station, WA\824070.r3d] Page 25 Company Vertical Structures, Inc. ',RI Designer � Job Number 20 2021-003-009 ANEMErscHEKCO', _ . Model Name Five Corners -Fire Station, WA BU#824070 May 17, 2021 10:32 AM Checked By: ASEL Joint Loads and Enforced Displacements (BLC 19 : Service Wind Load (120, 300)) (Continued) Ininr I h.1 i n nA ni-tinn RA-it-Im a le-M [in -AN /L,*cA9/i 50 B' L Z -.004 51 A L X .002 52 A L Z -.001 53 D L X .002 54 D L Z -.001 55 A L X .001 56 A L Z -.001 57 B L X .001 58 B L Z -.001 59 D L X .001 60 D L Z -.001 61 E L X .001 62 E L Z -.001 63 G L X .001 64 G L Z 0 65 H L X .001 66 H L Z 0 Joint Loads and Enforced Displacements (BLC 20 : Service Wind Load (150, 330)) Ininf I ok_l 1 n nA nircnfinn 4_f+% fin -AN /Ir*cA')/i 1 C 1 L X .006 2 C 1 L Z -.01 3 C2 L X .006 4 C2 L Z -.01 5 F 1 L X .006 6 F 1 L Z -.011 7 F2 L X .006 8 F2 L Z -.011 9 11 L X .006 10 11 L Z -.01 11 12 L X .006 12 12 L Z -.01 13 B 1 L X .004 14 B 1 L Z -.007 15 B2 L X .004 16 B2 L Z -.007 17 El L X .004 18 E1 L Z -.008 19 E2 L X .004 20 E2 L Z -.008 21 H 1 L X .004 22 H 1 L Z -.007 23 H2 L X .004 24 H2 L Z -.007 25 Al L X .003 26 Al L Z -.005 27 A2 L X .003 28 A2 L Z -.005 29 D1 L X .003 30 D 1 L Z -.004 31 D2 L X .003 32 D2 L Z -.004 33 G1 L X .003 34 G 1 L Z -.005 35 G2 L X .003 36 G2 L Z -.005 RISA-3D Version 17.0.1[\... \... \... \... \... \2021-003-009\Five Corners Fire Station, WA\824070.r3d] Page 26 Company Vertical Structures, Inc. May 17, 2021 111RISAJob Designer 20 Chec AM ed Number 2021-003-009 Checked By: ASEL Model Name Five Corners -Fire Station, WA BU#824070 Joint Loads and Enforced Displacements (BLC 20 : Service Wind Load (150, 330)) (Continued) .Inint I ahel I n M nirartinn Manniti0pr(k k-ft) (in mrl) Wk Aq/i 37 C" L X .003 38 C" L Z -.005 39 F" L X .004 40 F" L Z -.006 41 1" L X .003 42 1" L Z -.005 43 C' L X .003 44 C' L Z -.005 45 F' L X .003 46 F' L Z -.004 47 1' L X .003 48 1' L Z -.005 49 B' L X .003 50 B' L Z -.005 51 A L X .001 52 A L Z -.002 53 D L X .001 54 D L Z -.002 55 A L X .001 56 A L Z -.001 57 B L X .001 58 B L Z -.001 59 D L X .001 60 D L Z -.001 61 E L X .001 62 E L Z -.001 63 G L X .001 64 G L Z -.001 65 H L X .001 66 H L Z -.001 Joint Loads and Enforced Displacements (BLC 21 : Live Load LM1) Joint Label LDM Direction Ma nitude k k-ft in rad 1 N 10 L Y 1 -.5 Joint Loads and Enforced Displacements (BLC 22 : Live Load LM2) Joint Label LDM Direction Ma nitude k k-ft in rad 1 I N6 I L I Y I -.5 Joint Loads and Enforced Displacements (BLC 23 : Live Load LM3) Joint Label LDM Direction Ma nitude k k-ft in rad k*s"2/i... 1 N9 L Y 1 -.5 Joint Loads and Enforced Displacements (BLC 24 : Live Load LM4) Joint Label LDM Direction Ma nitude k k-ft in rad 1 I N46 I L I Y I -.5 Joint Loads and Enforced Displacements (BLC 25 : Live Load LM5) Joint Label LDM Direction Ma nitude k k-ft in rad 1 N42 L Y 1 -.5 Joint Loads and Enforced Displacements (BLC 26 : Live Load LM6) Joint Label LDM Direction Ma nitude k k-ft in rad k's^2/i... 1 N45 L Y 1 -.5 RISA-3D Version 17.0.1[\... \... \... \... \... \2021-003-009\Five Corners Fire Station, WA\824070.r3d] Page 27 Company Vertical Structures, Inc. May 17, 2021 111RISAJob Designer 20 Chec AM ed Number 2021-003-009 Checked By: ASEL Model Name Five Corners -Fire Station, WA BU#824070 Joint Loads and Enforced Displacements (BLC 27 : Live Load LM7) Joint Label LDM Direction Ma nitude k k-ft in rad 1 I N28 I L I Y I -.5 Joint Loads and Enforced Displacements (BLC 28 : Live Load LM8) Joint Label LDM Direction Ma nitude k k-ft in rad 1 N24 L Y 1 -.5 Joint Loads and Enforced Displacements (BLC 29 : Live Load LM9) Joint Label LDM Direction Ma nitude k k-ft in rad k*s^2/i... 1 N27 L Y 1 -.5 Joint Loads and Enforced Displacements (BLC 39 : Live Load LV1) Joint Label LDM Direction Ma nitude k k-ft in rad k*s^2/i... 1 N8 L Y 1 -.25 Joint Loads and Enforced Displacements (BLC 40 : Live Load LV2) Joint Label LDM Direction Ma nitude k k-ft in rad k*s^2/i... 1 N7 L Y 1 -.25 Joint Loads and Enforced Displacements (BLC 41 : Live Load LV3) Joint Label LDM Direction Ma nitude k k-ft in rad k*s^2/i... 1 N44 L Y 1 -.25 Joint Loads and Enforced Displacements (BLC 42 : Live Load LV4) Joint Label LDM Direction Ma nitude k k-ft in rad 1 I N43 I L I Y 1 -.25 Joint Loads and Enforced Displacements (BLC 43 : Live Load LV5) Joint Label LDM Direction Ma nitude k k-ft in rad k*s^2/i... 1 N26 L Y 1 -.25 Joint Loads and Enforced Displacements (BLC 44 : Live Load LV6) Joint Label LDM Direction Ma nitude k k-ft in rad k*s^2/i... 1 N25 L Y 1 -.25 Joint Loads and Enforced Displacements (BLC 45 : Live Load LV7) Joint Label LDM Direction Ma nitude k k-ft in rad k*s^2/i... 1 N6 L Y 1 -.25 Joint Loads and Enforced Displacements (BLC 46 : Live Load LV8) Joint Label LDM Direction Ma nitude k k-ft in rad 1 I N42 I L I Y 1 -.25 Joint Loads and Enforced Displacements (BLC 47 : Live Load LV9) Joint Label LDM Direction Ma nitude k k-ft in rad k*s^2/i... 1 N24 L Y 1 -.25 Joint Loads and Enforced Displacements (BLC 54 : Vert. Seismic Load Effect, Ev) loint Label LD M Direction Maonituder(k.k-ft). (in.rad). (k*s^2/i 1 C1 L Y -.08 2 C2 L Y -.08 3 F 1 L Y -.08 RISA-3D Version 17.0.1[\... \... \... \... \... \2021-003-009\Five Corners Fire Station, WA\824070.r3d] Page 28 Company Vertical Structures, Inc. ',RI Designer � Job Number 20 2021-003-009 ANEMErscHEKCO', _ . Model Name Five Corners -Fire Station, WA BU#824070 May 17, 2021 10:32 AM Checked By: ASEL Joint Loads and Enforced Displacements (BLC 54 : Vert. Seismic Load Effect, Ev) (Continued) Ininr I h.1 I n nA ni-tinn RA-it-Im a le-M [in -AN /k*cA9/i 4 F2 L Y -.08 5 11 L Y -.08 6 12 L Y -.08 7 B 1 L Y -.064 8 B2 L Y -.064 9 El L Y -.064 10 E2 L Y -.064 11 H 1 L Y -.064 12 H2 L Y -.064 13 Al L Y -.027 14 A2 L Y -.027 15 D 1 L Y -.027 16 D2 L Y -.027 17 G 1 L Y -.027 18 G2 L Y -.027 19 C" L Y -.071 20 F" L Y -.071 21 1,, L Y -.071 22 C. L Y -.084 23 F' L Y -.084 24 1' L Y -.084 25 B' L Y -.055 26 A L Y -.016 27 D L Y -.016 28 A L Y -.016 29 B L Y -.016 30 D L Y -.016 31 E L Y -.016 32 G L Y -.016 33 H L Y -.016 Joint Loads and Enforced Displacements (BLC 55 : Hor. Seismic Load Effect, Eh W) .Inint I nhal I n RA nirar•tinn Manniti,riar/k k-ft) [in rnH) (k*QA9/i 1 C 1 L X -.08 2 C2 L X -.08 3 El L X -.08 4 F2 L X -.08 5 11 L X -.08 6 12 L X -.08 7 B 1 L X -.064 8 B2 L X -.064 9 El L X -.064 10 E2 L X -.064 11 H 1 L X -.064 12 H2 L X -.064 13 Al L X -.027 14 A2 L X -.027 15 D1 L X -.027 16 D2 L X -.027 17 G 1 L X -.027 18 G2 L X -.027 19 C" L X -.071 20 F" L X -.071 21 1" L X -.071 22 C' L X -.084 23 F' L X -.084 RISA-3D Version 17.0.1[\... \... \... \... \... \2021-003-009\Five Corners Fire Station, WA\824070.r3d] Page 29 Company Vertical Structures, Inc. ',RI Designer � Job Number 20 2021-003-009 ANEMErscHEKCO', _ . Model Name Five Corners -Fire Station, WA BU#824070 May 17, 2021 10:32 AM Checked By: ASEL Joint Loads and Enforced Displacements (BLC 55 : Hor. Seismic Load Effect, Eh W) (Continued) Joint Label L.D.M Direction Maanitudef(k.k-ft). (in.rad). (k*sA2/i... 24 1' L X -.084 25 B' L X -.055 26 A L X -.016 27 D L X -.016 28 A L X -.016 29 B L X -.016 30 D L X -.016 31 E L X -.016 32 G L X -.016 33 H L X -.016 Joint Loads and Enforced Displacements (BLC 56 : Hor. Seismic Load Effect, Eh W) Joint Label L D M Direction Ma nitude k k-ft in rad k*sA2/i... 1 C 1 L Z -.08 2 C2 L Z -.08 3 F 1 L Z -.08 4 F2 L Z -.08 5 11 L Z -.08 6 12 L Z -.08 7 B 1 L Z -.064 8 B2 L Z -.064 9 El L Z -.064 10 E2 L Z -.064 11 H 1 L Z -.064 12 H2 L Z -.064 13 Al L Z -.027 14 A2 L Z -.027 15 D 1 L Z -.027 16 D2 L Z -.027 17 G 1 L Z -.027 18 G2 L Z -.027 19 C" L Z -.071 20 F" L Z -.071 21 1" L Z -.071 22 C' L Z -.084 23 F' L Z -.084 24 1' L Z -.084 25 B' L Z -.055 26 A L Z -.016 27 D L Z -.016 28 A L Z -.016 29 B L Z -.016 30 D L Z -.016 31 E L Z -.016 32 G L Z -.016 33 H L Z -.016 Member Point Loads (BLC 48 : Live Load LV10) Member Label Direction Magnitudekk-ftl Location in 1 M 1 Y -.25 %50 Member Point Loads (BLC 49 : Live Load LV11) Member Label Direction Ma nitude k k-ft Location in 1 M3 Y -.25 %50 RISA-3D Version 17.0.1[\... \... \... \... \... \2021-003-009\Five Corners Fire Station, WA\824070.r3d] Page 30 Company Vertical Structures, Inc. ',RI Designer � Job Number 20 2021-003-009 ANEMErscHEKCC;o- .. Model Name Five Corners -Fire Station, WA BU#824070 May 17, 2021 10:32 AM Checked By: ASEL Member Point Loads (BLC 50 : Live Load LV12) Member Label Direction Magnitude[k,k-ftl Location in 1 M2 Y -.25 %50 Member Distributed Loads (BLC 2: Ice Dead Load) Mamhar I nhal nirartinn Ctmrt Mannifiirlark/ft Fnr1 Mannifiirlark/ft F Ctnrt 1 nratinnrin OM Fnr1 1 nratinnrin OM 1 M 1 Y -.007 -.007 0 0 2 M2 Y -.007 -.007 0 0 3 M3 Y -.007 -.007 0 0 4 M4 Y -.005 -.005 0 0 5 M5 Y -.005 -.005 0 0 6 M6 Y -.005 -.005 0 0 7 M7 Y -.005 -.005 0 0 8 M8 Y -.005 -.005 0 0 9 M9 Y -.005 -.005 0 0 10 M 10 Y -.005 -.005 0 0 11 Mil Y -.005 -.005 0 0 12 M 12 Y -.005 -.005 0 0 13 M 13 Y -.006 -.006 0 0 14 M 14 Y -.006 -.006 0 0 15 M 15 Y -.006 -.006 0 0 16 M 16 Y -.006 -.006 0 1 0 17 M 17 Y -.006 -.006 0 1 0 18 M 18 Y -.006 -.006 0 1 0 Member Distributed Loads (BLC 57 : Distributed Wind Load W) 11Aamhar I ahal nirortinn Start RA nnifilarlr/ft Fnr1 r%Amnnitnrlark/ft G Ct.rt 1 nratinnrin a/1 Fnr1 I nratinnrin o/1 1 M 1 PZ .014 .014 0 0 2 M2 PZ .014 .014 0 0 3 M3 PZ .014 .014 0 0 4 M4 PZ .005 .005 0 0 5 M5 PZ .005 .005 0 0 6 M6 PZ .005 .005 0 0 7 M7 PZ .005 .005 0 0 8 M8 PZ .005 .005 0 0 9 M9 PZ .005 .005 0 0 10 M 10 PZ .005 .005 0 0 11 Mil PZ .005 .005 0 0 12 M 12 PZ .005 .005 0 0 13 M 13 PZ .007 .007 0 0 14 M 14 PZ .007 .007 0 0 15 M 15 PZ .007 .007 0 0 16 M 16 PZ .007 .007 0 0 17 M 17 PZ .007 .007 0 0 18 M 18 PZ .007 .007 0 0 Member Distributed Loads (BLC 58 : Distributed Wind Load (x)) hAamhar I ahal Nrartinn Gtnrt UnrinihiAmnaft FnH Unrinifi,rlark/ft F Gtnrt 1 nratinnrin 0/1 FnH 1 nratinnrin O/1 1 M 1 PX .014 .014 0 0 2 M2 PX .014 .014 0 0 3 M3 PX .014 .014 0 0 4 M4 PX .005 .005 0 0 5 M5 PX .005 .005 0 0 6 M6 PX .005 .005 0 0 7 M7 PX .005 .005 0 0 8 M8 PX .005 .005 0 0 RISA-3D Version 17.0.1[\... \... \... \... \... \2021-003-009\Five Corners Fire Station, WA\824070.r3d] Page 31 Company Vertical Structures, Inc. ',RI Designer � Job Number 20 2021-003-009 ANEMErscHEKCO', _ . Model Name Five Corners -Fire Station, WA BU#824070 May 17, 2021 10:32 AM Checked By: ASEL Member Distributed Loads (BLC 58 : Distributed Wind Load W) (Continued) KAamhar I ahal r)irortinn Ctmrt RAnnnit-larlr/ft Fnr1 RAmnnifiirlarlr/ft G fit.rt I nratinnrin om Fnr1 I n tinnrin om 9 M9 PX .005 .005 0 0 10 M 10 PX .005 .005 0 0 11 Mil PX .005 .005 0 0 12 M 12 PX .005 .005 0 0 13 M 13 PX .007 .007 0 0 14 M 14 PX .007 .007 0 0 15 M 15 PX .007 .007 0 0 16 M 16 PX .007 .007 0 0 17 M 17 PX .007 .007 0 0 18 M 18 PX .007 .007 0 0 Member Distributed Loads (BLC 59 : Distributed Ice Wind Load (z)) Mamhar I nhal nirartinn Ctmrt Mannitiirlarkfft Fnrl RAnnnihirlark/ft F Ctnrt 1 nratinnrin OM Fnrl 1 nrratinnrin OM 1 M 1 PZ .002 .002 0 0 2 M2 PZ .002 .002 0 0 3 M3 PZ .002 .002 0 0 4 M4 PZ .0009 .0009 0 0 5 M5 PZ .0009 .0009 0 0 6 M6 PZ .0009 .0009 0 0 7 M7 PZ .0009 .0009 0 0 8 M8 PZ .0009 .0009 0 0 9 M9 PZ .0009 .0009 0 0 10 M10 PZ .0009 .0009 0 0 11 Mil PZ .0009 .0009 0 0 12 M 12 PZ .0009 .0009 0 0 13 M13 PZ .001 .001 0 0 14 M 14 PZ .001 .001 0 0 15 M 15 PZ .001 .001 0 0 16 M 16 PZ .001 .001 0 0 17 M 17 PZ .001 1 .001 0 1 0 18 M 18 PZ .001 .001 0 1 0 Member Distributed Loads (BLC 60 : Distributed Ice Wind Load W ) Mcmhcr I hcl ni- inn Start ftA nih,rtarlr/ft Fnrl Mannlfilrlarlr/ft G Ctnrt 1 tinnrin om P-4 I ntinnrin om 1 M 1 PX .002 .002 0 0 2 M2 PX .002 .002 0 0 3 M 3 PX .002 .002 0 0 4 M4 PX .0009 .0009 0 0 5 M5 PX .0009 .0009 0 0 6 M6 PX .0009 .0009 0 0 7 M7 PX .0009 .0009 0 0 8 M8 PX .0009 .0009 0 0 9 M9 PX .0009 .0009 0 0 10 M 10 PX .0009 .0009 0 0 11 Mil PX .0009 .0009 0 0 12 M 12 PX .0009 .0009 0 0 13 M 13 PX .001 .001 0 0 14 M 14 PX .001 .001 0 0 15 M 15 PX .001 .001 0 0 16 M 16 PX .001 .001 0 0 17 M 17 PX .001 .001 0 0 18 M 18 PX .001 .001 0 0 Member Distributed Loads (BLC 61 : Distributed Service Wind Load (z) Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft,F... Start Location[in,%] End Location[in,%] RISA-3D Version 17.0.1[\... \... \... \... \... \2021-003-009\Five Corners Fire Station, WA\824070.r3d] Page 32 Company Vertical Structures, Inc. 1RIS►4 Designer : 2AM 0 Job Number 2021-003-009 Model Name Five Corners -Fire Station, WA BU#824070 May 17, 2021 10:32 AM Checked By: ASEL Member Distributed Loads (BLC 61 : Distributed Service Wind Load (z) (Continued) RA-1- I ahal r)irartinn Ctmrt ftAnnnifiirlark/ft Fnr1 riAmnnitiirlark/ft F Gtort 1 nratinnrin om Fnr1 1 nratinnrin 0/1 1 M 1 PZ .001 .001 0 0 2 M2 PZ .001 .001 0 0 3 M3 PZ .001 .001 0 0 4 M4 PZ .0005 .0005 0 0 5 M5 PZ .0005 .0005 0 0 6 M6 PZ .0005 .0005 0 0 7 M7 PZ .0005 .0005 0 0 8 M8 PZ .0005 .0005 0 0 9 M9 PZ .0005 .0005 0 0 10 M 10 PZ .0005 .0005 0 0 11 M11 PZ .0005 .0005 0 0 12 M 12 PZ .0005 .0005 0 0 13 M13 PZ .0007 .0007 0 0 14 M 14 PZ .0007 .0007 0 0 15 M15 PZ .0007 .0007 0 0 16 M 16 PZ .0007 .0007 0 0 17 M17 PZ .0007 .0007 0 0 18 M18 PZ .0007 .0007 0 0 Member Distributed Loads (BLC 62 : Distributed Service Wind Load (x) Mamhar I ahol nirarfinn Ctnrt Mannihirlark/ft Fnr1 Mannihirlark/ft F Ctnrt I nratinnrin O/1 Fnr1 1 nratinnrin o/1 1 M1 PX .001 .001 0 0 2 M2 PX .001 .001 0 0 3 M3 PX .001 .001 0 0 4 M4 PX .0005 .0005 0 0 5 M5 PX .0005 .0005 0 0 6 M6 PX .0005 .0005 0 0 7 M7 PX .0005 .0005 0 0 8 M8 PX .0005 .0005 0 0 9 M9 PX .0005 .0005 0 0 10 M 10 PX .0005 .0005 0 0 11 Mil PX .0005 .0005 0 0 12 M 12 PX .0005 .0005 0 0 13 M 13 PX .0007 .0007 0 0 14 M 14 PX .0007 .0007 0 0 15 M15 PX .0007 .0007 0 0 16 M 16 PX .0007 .0007 0 0 17 M 17 PX 1 .0007 1 .0007 1 0 1 0 18 M 18 PX 1 .0007 .0007 0 10 Member Area Loads Joint A Joint B Joint C Joint D Direction Distribution Ma nitude ks No Data to Print ... Basic Load Cases RI r rlacrrintinn rafannni X ('_raw V ('_raw 7 (_raw Inint Pnint Nctrih Aran! Ciirfar 1 Dead Load DL -1.2 33 2 Ice Dead Load None 33 18 3 Wind Load 0 180 None 66 4 Wind Load 30 210 None 66 5 Wind Load (60,240) None 66 6 Wind Load 90 270 None 66 7 Wind Load 120 30 1 None 66 RISA-3D Version 17.0.1[\... \... \... \... \... \2021-003-009\Five Corners Fire Station, WA\824070.r3d] Page 33 Company Vertical Structures, Inc. ',RI Designer � Job Number 20 2021-003-009 ANEMErscHEKCI�: Model Name Five Corners -Fire Station, WA BU#824070 Basic Load Cases (Continued) May 17, 2021 10:32 AM Checked By: ASEL BLC Description Cateaory X Grav... Y Grav... Z Gray... Joint Point Distrib... Area(... Surfac... 8 Wind Load 150 330 None 66 9 Ice Wind Load 0 180 None 66 10 Ice Wind Load 30 210 None 66 11 Ice Wind Load 60 240 None 66 12 Ice Wind Load 90 270 None 66 13 Ice Wind Load 120 300 None 66 14 Ice Wind Load 150 330 None 66 15 Service Wind Load 0 180 None 66 16 Service Wind Load 30 210 None 66 17 Service Wind Load 60 240 None 66 18 Service Wind Load 90 270 None 66 19 Service Wind Load 020 300 None 66 20 Service Wind Load 150 330 None 66 21 Live Load LM 1 LL 1 22 Live Load LM2 LL 1 23 Live Load LM3 LL 1 24 Live Load LM4 LL 1 25 Live Load LM5 LL 1 26 Live Load LM6 LL 1 27 Live Load LM7 LL 1 28 Live Load LM8 LL 1 29 Live Load LM9 LL 1 30 Live Load LM10 LL 31 Live Load LM11 LL 32 Live Load LM12 LL 33 Live Load LM13 LL 34 Live Load LM14 LL 35 Live Load LM15 LL 36 Live Load LM16 LL 37 Live Load LM17 LL 38 Live Load LM18 LL 39 Live Load LV1 LL 1 40 Live Load LV2 LL 1 41 Live Load LV3 LL 1 42 Live Load LV4 LL 1 43 Live Load LV5 LL 1 44 Live Load LV6 LL 1 45 Live Load LV7 LL 1 46 Live Load LV8 LL 1 47 Live Load LV9 LL 1 48 Live Load LV10 LL 1 49 Live Load LV11 LL 1 50 Live Load LV12 LL 1 51 Live Load LV13 LL 52 Live Load LV14 LL 53 Live Load LV15 LL 54 Vert. Seismic Load Effect Ev EL -1 33 55 Hor. Seismic Load Effect Eh x EL 1 33 56 Hor. Seismic Load Effect Eh z EL 1 33 57 Distributed Wind Load z None 18 58 Distributed Wind Load x None 18 59 Distributed Ice Wind Load z None 18 60 Distributed Ice Wind Load x None 18 61 Distributed Service Wind Load z None 18 62 Distributed Service Wind Load x None 18 RISA-3D Version 17.0.1[\... \... \... \... \... \2021-003-009\Five Corners Fire Station, WA\824070.r3d] Page 34 Company Vertical Structures, Inc. May 17, 2021 ',RI � Designer 20 Checked AM ed Job Number 2021-003-009 Checked By: ASEL A NEMEr SCHEK CModel Name Five Corners -Fire Station, WA BU#824070 Load Combinations n-rin4inn C D C R P� RI f P+4 R1 f'P+nrR Gn RI (` P-+ R Gn R P-+ R G R G R G 1 1.4D Y...Y 1 1.4 2 1.2D + 1.OW 0 de Y...Y 1 1.2 3 1 57 1 58 3 1.2D + 1.OW 30 de Y. Y 1 1.2 4 1 57 .86658 .5 4 1.2D + 1.OW 60 de Y...Y 1 1.2 5 1 57 .5 58.866 5 1.2D + 1.OW 90 de Y...Y 1 1.2 6 1 57 58 1 6 1.2D + 1.OW 020 de Y.-Ni 1 1.2 7 1 1 57 1 -.5 158 .866 7 1.2D + 1.OW 050 de Y--[Y 1 1.2 8 1 57 -.866 58 .5 8 1.2D + 1.OW 080 de Y.- Y 1 1.2 3 -1 57 -1 58 9 1.2D + 1.OW 210 de Y.- Y 1 1.2 4 -1 57 -.866 58 -.5 10 1.2D + 1.OW 240 de Y.- Y 1 1.2 5 -1 57 -.5 58 .866 11 1.2D + 1.OW 270 de Y--[Y 1 1.2 6 -1 57 58 -1 12 1.2D + 1.OW 300 de Y- Y 1 1.2 7 -1 57 .5 58 .866 1 11111$1 13 1.2D + 1.OW 330 de Y...Y 1 1.2 8 -1 57 .86658 -.5 14 1.2D + 1.ODi + 1.OWi 0 de Y- Y 1 1.2 9 1 2 1 59 1 60 15 1.2D + 1.ODi + 1.OWi (30 deg) Y.. Y 1 1.2 10 1 2 1 59 .866 60 .5 16 1.21D + 1.ODi + 1.OWi (60 deg) Y.. Y 1 1.2 11 1 2 1 59 .5 60 .866 17 1.2D + 1.ODi + 1.OWi (90 deg) Y.. Y 1 1.2 12 1 2 1 59 60 1 18 1.2D + 1.ODi + 1.OWi (120 deg) Y.. Y 1 1.2 13 1 2 1 59 -.5 60 .866 11 19 1.2D + 1.ODi + 1.OWi (150 deg) Y.. Y 1 1.2 14 1 2 1 59,866 60 .5 20 1.2D + 1.ODi + 1.OWi (180 deg) Y.. Y 1 1.2 9 -1 2 1 59 -1 60 21 1.2D + 1.ODi + 1.OWi (210 deg) Y.. Y 1 1.2 10 -1 2 1 59,866 60 -.5 22 1.2D + 1.ODi + 1.OWi (240 deg) Y.. Y 1 1.2 11 -1 2 1 59 -.5 60 -•866 23 1.2D + 1.ODi + 1.OWi (270 deg) Y.. Y 1 1.2 12 -1 2 1 59 60 -1 24 1.2D + 1.ODi + 1.OWi (300 deg) Y.. Y 1 1.2 13 -1 2 1 59 .5 60 -•866 25 1.2D + 1.ODi + 1.OWi (330 deg) Y.. Y 1 1.2 14 -1 2 1 59 .866 60 -.5 26 1.2D + 1.51-m1 + 1.OWm (0 deg) Y.. Y 1 1.2 15 1 21 1.5 61 1 62 27 1.2D + 1.51-m1 + 1.OWm (30 deg) Y.. Y 1 1.2 16 1 21 1.5 61 .866 62 .5 28 11.2D + 1.51-m1 + 1.OWm (60 deg) Y.. Y 1 1.2 17 1 21 1.5 61 .5 62 .866 29 1.2D + 1.51-m1 + 1.OWm (90 deg) Y.. Y 1 1.2 18 1 21 1.5 61 62 1 30 1.2D + 1.51-m1 + 1.OWm (120 deg)Y.. Y 1 1.2 19 1 21 1.5 61 -.5 62 .866 31 1.2D + 1.51-m1 + 1.OWm (150 deg)Y.. Y 1 1.2 20 1 21 1.5 61 .866 62 .5 32 1.2D + 1.51-m1 + 1.OWm (180 deg)Y.. Y 1 1.2 15 -1 21 1.5 61 -1 62 33 1.2D + 1.51-m1 + 1.OWm (210 deg)Y.. Y 1 1.2 16 -1 21 1.5 61 .866 62 -.5 34 1.2D + 1.51-m1 + 1.OWm (240 deg)Y.. Y 1 1.2 17 -1 21 1.5 61 -.5 62 -.866 35 1.2D + 1.51-m1 + 1.OWm (270 deg)Y.. Y 1 1.2 18 -1 21 1.5 61 62 -1 36 1.2D + 1.51-m1 + 1.OWm (300 deg)Y.. Y 1 1.2 19 -1 21 1.5 61 .5 62 -.866 37 1.2D + 1.51-m1 + 1.OWm (330 deg)Y.. Y 1 1.2 20 -1 21 1.5 61 .866 62 -.5 38 1.2D + 1.5Lm2 + 1.OWm (0 deg) Y.. .Y 1 11.2 15 1 22 1.5 161 1 62 39 1.2D + 1.5Lm2 + 1.OWm (30 deg) Y.. Y 1 1.2 16 1 22 1.5 61 .866 62 .5 40 1.2D + 1.5Lm2 + 1.OWm (60 deg) Y.. Y 1 1.2 17 1 22 1.5 61 .5 62 .866 41 1.2D + 1.5Lm2 + 1.OWm (90 deg) Y.. Y 1 1.2 18 1 22 1.5 61 62 1 42 1.2D + 1.5Lm2 + 1.OWm (120 deg) Y.. Y 1 1.2 19 1 22 1.5 61 -.5 62 .866 43 1.2D + 1.5Lm2 + 1.OWm (150 deg) Y.. Y 1 1.2 20 1 22 1 1.5 61,866 62 .5 44 1.2D + 1.5Lm2 + 1.OWm (180 deg) Y.. .Y 1 1.2 15 -1 22 1.5 61 -1 62 45 1.2D + 1.5Lm2 + 1.OWm (210 deg) Y.. Y 1 1.2 16 -1 22 1.5 61 .866 62 -.5 46 1.2D + 1.5Lm2 + 1.OWm (240 deg) Y.. Y 1 1.2 17 -1 22 1.5 61 -.5 62 -.866 47 1.2D + 1.5Lm2 + 1.OWm (270 deg) Y.. Y 1 1.2 18 -1 22 1.5 61 62 -1 48 1.2D + 1.5Lm2 + 1.OWm (300 deg)Y.. Y 1 1.2 19 -1 22 1.5 161, .5 62 -.866 49 1.2D + 1.5Lm2 + 1.OWm (330 deg) Y.. Y 1 1.2 20 -1 22 1.5 61 .866 62 -.5 50 1.2D + 1.5Lm3 + 1.OWm (0 deg) Y.. .Yf�2 15 1 23 1.5 61 1 62 51 1.2D + 1.5Lm3 + 1.OWm (30 deg) Y.. Y 16 1 23 1.5 61 .866 62 .5 52 1.2D + 1.5Lm3 + 1.OWm (60 deg) Y.. Y 17 1 23 1.5 61 .5 62 .86653 1.2D + 1.5Lm3 + 1.OWm (90 deg) Y.. Y 18 1 23 1.5 61 62 1 54 1.2D + 1.5Lm3 + 1.OWm (120 deg) Y.. Y 19 1 23 1.5 61 -.5 62 .866 55 1.2D + 1.5Lm3 + 1.OWm (150 deg) Y.. Y 20 1 23 1.5 61 .866 62 .5 A 56 1.2D + 1.5Lm3 + 1.OWm (180 deg) Y.. Y 15 1 -1 123 1.5 61 -1 62 1 I RISA-3D Version 17.0.1[\...\...\...\...\...\2021-003-009\Five Corners Fire Station, WA\824070.r3d] Page 35 Company Vertical Structures, Inc. May 17, 2021 ',RI � Designer 20 Checked AM ed Job Number 2021-003-009 Checked By: ASEL ANEMErscHEKCO', _ . Model Name Five Corners -Fire Station, WA BU#824070 Load Combinations (Continued) flocrrin4inn C P C R G. RI r' P.,tn PI r PG to P Gm RI ft Po t IQ Gm R Gmr4 IQ G R G R G 57 1.2D + 1.5Lm3 + 1.OWm (210 deg) Y.. .Y 1 1.2 16 -1 23 1.5 61 .866 62 -.5 58 1.2D + 1.5Lm3 + 1.OWm (240 deg) Y.. Y 1 1.2 17 -1 23 1.5 61 -.5 62 -.866 59 1.2D + 1.5Lm3 + 1.OWm (270 deg) Y.. Y 1 1.2 18 -1 23 1.5 611 62 -1 60 1.2D + 1.5Lm3 + 1.OWm (300 deg) Y.. Y 1 1.2 19 -1 23 1.5 61 .5 62 -.866 61 1.2D + 1.5Lm3 + 1.OWm (330 deg) Y.. Y 1 1.2 20 -1 23 1.5 61 .866 62 -.5 62 1.2D + 1.5Lm4 + 1.OWm (0 deg) Y.. yjj 1 1.2 11 15 1 24 1 1.5 161 1 62 63 1.2D + 1.5Lm4 + 1.OWm (30 deg) Y.. Y 1 1.2 16 1 24 1.5 61 .866 62 .5 64 1.2D + 1.5Lm4 + 1.OWm (60 deg) Y.. Y I 11 1.2 17 1 24 1.5 61 .5 62 .866 65 1.2D + 1.5Lm4 + 1.OWm (90 deg) Y.. Y 1 1.2 18 1 24 1.5 61 1 62 1 66 1.2D + 1.5Lm4 + 1.OWm (120 deg) Y.. Y 1 1.2 19 1 24 1.5 61 -.5 62 1.866 67 1.2D + 1.5Lm4 + 1.OWm (150 deg) Y.. Y 1 1.2 20 1 24 1.5 61 .866 62 .5 68 1.2D + 1.5Lm4 + 1.OWm (180 deg) Y.. Y 1 11.2 15 1 -1 24 1.5 161 -1 62 69 1.2D + 1.5Lm4 + 1.OWm (210 deg) Y.. Y 1 1.2 16 -1 24 1.5 61 .866 62 -.5 70 1.2D + 1.5Lm4 + 1.OWm (240 deg) Y.. Y I 11 1.2 17 -1 24 1.5 61 -.5 62 -.866 71 1.2D + 1.5Lm4 + 1.OWm (270 deg) Y.. Y 1 1.2 18 -1 24 1.5 61 62 -1 72 1.2D + 1.5Lm4 + 1.OWm (300 deg) Y.. Y 1 1.2 19 -1 24 1.5 61 .5 62 -.866 73 1.2D + 1.5Lm4 + 1.OWm (330 deg) Y.. Y 1 1.2 20 -1 24 1.5 61 .866 62 -.5 74 1.2D + 1.5Lm5 + 1.OWm (0 deg) Y.. .Y 1 1.2 15 1 25 1.5 61 1 62 75 1.2D + 1.5Lm5 + 1.OWm (30 deg) Y.. Y 1 1.2 16 1 25 1.5 61 .866 62 .5 76 1.2D + 1.5Lm5 + 1.OWm (60 deg) Y.. Y 1 1.2 17 1 25 1.5 61 .5 62 .866 77 1.2D + 1.5Lm5 + 1.OWm (90 deg) Y.. Y 1 1.2 18 1 25 1.5 61 62 1 78 1.2D + 1.5Lm5 + 1.OWm (120 deg) Y.. Y 1 1.2 19 1 25 1.5 61 -.5 62 .866 79 1.2D + 1.5Lm5 + 1.OWm (150 deg) Y.. .Y 1 1.2 20 1 25 1.5 61 .866 62 .5 80 1.2D + 1.5Lm5 + 1.OWm (180 deg) Y.. .Y 1 1.2 15 -1 25 1.5 61 -1 62 81 1.2D + 1.5Lm5 + 1.OWm (210 deg) Y.. .Y 1 1.2 16 -1 25 1.5 61 .866 62 -.5 82 1.2D + 1.5Lm5 + 1.OWm (240 deg) Y.. Y 1 1.2 17 -1 25 1.5 61 -.5 62 -.866 83 1.2D + 1.5Lm5 + 1.OWm (270 deg) Y.. Y 1 1.2 18 -1 25 1.5 61 62 -1 84 1.2D + 1.5Lm5 + 1.OWm (300 deg) Y.. Y 1 1.2 19 -1 25 1 1.5 61 .5 62 -.866 85 1.2D + 1.5Lm5 + 1.OWm (330 deg) Y.. Y 1 1.2 20 -1 25 1.5 61 .866 62 -.5 86 1.2D + 1.5Lm6 + 1.OWm (0 deg) Y.. .Y 1 1.2 15 1 26 1.5 61 1 62 87 1.2D + 1.5Lm6 + 1.OWm (30 deg) Y.. .Y 1 1.2 16 1 26 1.5 61 .866 62 .5 88 1.2D + 1.5Lm6 + 1.OWm (60 deg) Y.. .Y 1 1.2 17 1 26 1.5 61 .5 62 .866 89 1.2D + 1.5Lm6 + 1.OWm (90 deg) Y.. .Y 1 1.2 18 1 26 1.5 61 62 1 90 1.2D + 1.5Lm6 + 1.OWm (120 deg) Y.. .Y 1 1.2 19 1 26 1.5 161 -.5 62 .866 91 1.2D + 1.5Lm6 + 1.OWm (150 deg) Y.. Y 1 1.2 20 1 26 1.5 61 .866 62 .5 92 1.2D + 1.5Lm6 + 1.OWm (180 deg) Y.. .Y 1 1.2 15 -1 26 1.5 61 -1 62 93 1.2D + 1.5Lm6 + 1.OWm (210 deg) Y.. .Y 1 1.2 16 -1 26 1.5 61 .866 62 -.5 94 1.2D + 1.5Lm6 + 1.OWm (240 deg) Y.. Y 1 1.2 17 -1 26 1.5 61 -.5 62 -.866 95 1.2D + 1.5Lm6 + 1.OWm (270 deg) Y.. Y 1 1.2 18 -1 26 1 1.5 61 62 -1 96 1.2D + 1.5Lm6 + 1.OWm (300 deg) Y.. Y 1 1.2 19 -1 261 1.5 61 .5 62 -.866 97 1.2D + 1.5Lm6 + 1.OWm (330 deg) Y.. Y 1 1.2 20 -1 26 1.5 1611.866 62 -.5 98 1.2D + 1.5Lm7 + 1.OWm (0 deg) Y.. Y 1 1 11.2 15 1 27 1.5 61 1 62 99 1.2D + 1.5Lm7 + 1.OWm (30 deg) Y.. Y 1 1.2 16 1 27 1.5 61 .866 62 .5 100 1.2D + 1.5Lm7 + 1.OWm (60 deg) Y.. Y 1 1.2 17 1 27 1.5 61 .5 62 .866 101 1.2D + 1.5Lm7 + 1.OWm (90 deg) Y.. Y 1 1.2 18 1 27 1.5 61 62 1 102 1.2D + 1.5Lm7 + 1.OWm (120 deg) Y.. Y 1 1.2 19 1 27 1.5 61 -.5 62 .866 103 1.2D + 1.5Lm7 + 1.OWm (150 deg) Y.. Y 1 1.2 20 1 27 1.5 161 .866 62 .5 104 1.2D + 1.5Lm7 + 1.OWm (180 deg) Y.. Y 1 1.2 15 -1 27 1.5 61 -1 62 105 1.2D + 1.5Lm7 + 1.OWm (210 deg) Y.. .Y 1 1.2 16 -1 27 1.5 61 .866 62 -.5 106 1.2D + 1.5Lm7 + 1.OWm (240 deg) Y.. Y 1 1.2 17 -1 27 1.5 61 -.5 62 -.866 107 1.2D + 1.5Lm7 + 1.OWm (270 deg) Y.. Y 1 1.2 18 -1 27 1 1.5 61 62 -1 108 1.2D + 1.5Lm7 + 1.OWm (300 deg) Y.. Y 1 1.2 19 -1 27 1.5 61 .5 62 -.866 109 1.2D + 1.5Lm7 + 1.OWm (330 deg) Y.. Y 1 1.2 20 -1 27 1.5 161 .866 62 -.5 110 1.2D + 1.5Lm8 + 1.OWm (0 deg) Y.. Y 1 1.2 15 1 28 1.5 61 1 62 111 1.2D + 1.5Lm8 + 1.OWm (30 deg) Y.. .Y 1 1.2 16 1 28;1.5 1.5 61 .866 62 .5 112 1.2D + 1.5Lm8 + 1.OWm (60 deg) Y.. Y 1 1.2 17 1 28 61 .5 62 .866 113 1.2D + 1.5Lm8 + 1.OWm (90 deg) Y.. Y 1 1.2 18 1 281.5 61 62 1 RISA-3D Version 17.0.1[\... \... \... \... \... \2021-003-009\Five Corners Fire Station, WA\824070.r3d] Page 36 Company Vertical Structures, Inc. May 17, 2021 ',RI � Designer 20 Checked AM ed Job Number 2021-003-009 Checked By: ASEL ANEMErscHEKCO', _ . Model Name Five Corners -Fire Station, WA BU#824070 Load Combinations (Continued) flocrrin4inn C P C R G. r P-t R P. R P-t R G R G R F 114 1.2D + 1.5Lm8 + 1.OWm (120 deg) Y.. .Y 1 1.2 19 1 28 1.5 61 -.5 62 .866 115 1.2D + 1.5Lm8 + 1.OWm (150 deg) Y.. Y 1 1.2 20 1 28 1.5 61 .866 62 .5 116 1.2D + 1.5Lm8 + 1.OWm (180 deg) Y.. Y 1 1.2 15 -1 28 1.5 61 -1 62 117 1.2D + 1.5Lm8 + 1.OWm (210 deg) Y.. Y 1 1.2 16 -1 28 1.5 61 .866 62 -.5 118 1.2D + 1.5Lm8 + 1.OWm (240 deg) Y.. Y 1 1.2 17 -1 28 1.5 61 -.5 62 -.866 119 1.2D + 1.5Lm8 + 1.OWm (270 deg) Y.. Y 11 1 1.2 11 18 -1 28 1 1.5 61 62 -1 120 1.2D + 1.5Lm8 + 1.OWm (300 deg) Y.. Y 11 1.2 19 -1 28 1.5 61 .5 62 -.866 121 1.2D + 1.5Lm8 + 1.OWm (330 deg) Y.. Y 11 1.2 20 -1 28 1.5 61 .866 62 -.5 122 1.2D + 1.5Lm9 + 1.OWm (0 deg) Y.. Y 1 1.2 15 1 29 1.5 61 1 162 123 1.2D + 1.5Lm9 + 1.OWm (30 deg) Y.. .Y 1 1.2 16 1 29 1.5 61 .866 62 .5 124 1.2D + 1.5Lm9 + 1.OWm (60 deg) Y.. Y 1 1.2 17 1 29 1.5 61 .5 62 .866 125 1.2D + 1.5Lm9 + 1.OWm (90 deg) Y.. Y 1 1.2 18 1 29 1.5 61 62 1 126 1.2D + 1.5Lm9 + 1.OWm (120 deg) Y.. Y 1 1.2 19 1 29 1.5 61 -.5 62 .866 127 1.2D + 1.5Lm9 + 1.OWm (150 deg) Y.. Y 1 1.2 20 1 29 1.5 61 .866 62 .5 128 1.2D + 1.5Lm9 + 1.OWm (180 deg) Y.. Y 1 1 1.2 15 -1 29 1.5 61 -1 1 62 129 1.2D + 1.5Lm9 + 1.OWm (210 deg) Y.. Y 11 1.2 16 -1 29 1.5 61 .866 62 -.5 130 1.2D + 1.5Lm9 + 1.OWm (240 deg) Y.j Y 11 1.2 17 -1 29 1.5 61 -.5 62 -.866 131 1.2D + 1.5Lm9 + 1.OWm (270 deg) Y.. Y 11 1.2 18 -1 29 1.5 61 62 -1 132 1.2D + 1.5Lm9 + 1.OWm (300 deg) Y.. Y 11 1.2 19 -1 29 1.5 61 .5 62 -.866 133 1.2D + 1.5Lm9 + 1.OWm (330 deg) Y.. Y 1 1.2 20 -1 29 1.5 61 .866 62 -.5 134 1.2D + 1.5Lm10 + 1.OWm (0 deg) Y.. Y 1 1.2 15 1 30 1.5 61 1 62 135 1.2D + 1.5Lm10 + 1.OWm (30 deg)Y.. Y 1 1.2 16 1 30 1.5 61 .866 62 .5 136 1.2D + 1.5Lm10 + 1.OWm (60 deg)Y.. Y 1 1.2 17 1 30 1 1.5 61 .5 62 .866 137 1.2D + 1.5Lm10 + 1.OWm (90 deg)Y.. Y 1 1.2 18 1 30 1.5 61 62 1 138 1.2D + 1.5Lm10 + 1.OWm (120 d... Y.. Y 1 11.2 19 1 30 1.5 61 -.5 62 .866 139 1.2D + 1.5Lm10 + 1.OWm (150 d... Y.. Y 1 1.2 20 1 30 1.5 61 .866 62 .5 140 1.2D + 1.5Lm10 + 1.OWm (180 d... Y.. Y 1 1.2 15 -1 30 1.5 61 -1 62 141 1.2D + 1.5Lm10 + 1.OWm (210 d... Y.. Y 1 1.2 16 -1 30 1.5 61 .866 62 -.5 142 1.2D + 1.5Lm10 + 1.OWm (240 d... Y.. Y 1 1.2 17 -1 30 1.5 61 -.5 62 -.866 143 1.2D + 1.5Lm10 + 1.OWm (270 d... Y.. Y 1 1.2 18 -1 30 1.5 61 62 -1 144 11.2D + 1.5Lm10 + 1.OWm (300 d... Y.. Y 1 1.2 19 1 -1 30 1.5 61 .5 62 -.866 145 1.2D + 1.5Lm10 + 1.OWm (330 d... Y.. Y 1 1.2 20 -1 30 1.5 61 .866 62 -.5 146 1.2D + 1.51-m11 + 1.OWm (0 deg) Y.. Y 1 1.2 15 1 31 1.5 61 1 62 147 1.2D + 1.51-m11 + 1.OWm (30 deg)Y.. Y 1 1.2 16 1 31 1.5 61 .866 62 .5 148 1.2D + 1.51-m11 + 1.OWm (60 deg)Y.. Y 1 1.2 17 1 31 1.5 61 .5 62 .866 149 1.2D + 1.51-m11 + 1.OWm (90 deg)Y.. Y 1 1.2 18 1 31 1.5 61 62 1 150 1.2D + 1.51-m11 + 1.OWm (120 d... Y.. Y 1 1.2 19 1 31 1.5 61 -.5 62 .866 151 1.2D + 1.51-m11 + 1.OWm (150 d... Y.. [Y 1 1.2 20 1 31 1.5 61,866 62 .5 152 1.2D + 1.51-m11 + 1.OWm (180 d... Y.. Y 1 1.2 15 -1 31 1.5 61 -1 62 153 1.2D + 1.51-m11 + 1.OWm (210 d... Y.. [Y 1 1.2 16 -1 31 1.5 61 r.866 62 -.5 154 1.2D + 1.51-m11 + 1.OWm (240 d... Y.. Y 1 1.2 17 -1 31 1.5 61 -.5 62 -.866 155 1.2D + 1.51-m11 + 1.OWm (270 d... Y.. [Y 1 1.2 18 -1 31 1.5 61 62 -1 156 1.2D + 1.51-m11 + 1.OWm (300 d... Y.. Y 1 1.2 19 -1 31 1.5 61 .5 62 -.866 157 1.2D + 1.51-m11 + 1.OWm (330 d... Y.. Y 1 1.2 20 -1 31 1.5 61 .866 62 -.5 158 1.2D + 1.5Lm12 + 1.OWm (0 deg) Y.. .Y 1 1.2 15 1 32 1.5 61 1 62 159 1.2D + 1.5Lm12 + 1.OWm (30 deg)Y.. Y 1 1.2 16 1 32 1.5 61 .866 62 .5 160 1.2D + 1.5Lm12 + 1.OWm (60 deg)Y.. Y 1 1.2 17 1 32 1 1.5 61 .5 62 .866 161 1.2D + 1.5Lm12 + 1.OWm (90 deg)Y.. Y 1 1.2 18 1 32 1.5 61 62 1 162 1.2D + 1.5Lm12 + 1.OWm (120 d... Y.. Y 1 1.2 19 1 32 1.5 161 -.5 62 .866 163 1.2D + 1.5Lm12 + 1.OWm (150 d... Y.. [Y 1 1.2 20 1 32 1.5 61 .866 62 .5 164 1.2D + 1.5Lm12 + 1.OWm (180 d... Y.. Y 1 1.2 15 -1 32 1.5 61 -1 162 165 1.2D + 1.5Lm12 + 1.OWm (210 d... Y.. [Y 1 1.2 16 -1 32 1.5 61,866 62 -.5 166 1.2D + 1.5Lm12 + 1.OWm (240 d... Y.. Y 1 1.2 17 -1 32 1.5 61 -.5 62 -.866 167 1.2D + 1.5Lm12 + 1.OWm (270 d... Y.. Y 1 1 1.2 18 -1 32 1.5 61 62 -1 168 1.2D + 1.5Lm12 + 1.OWm (300 d... Y.. Ytil 1.2 19 -1 32 1.5 61 .5 62 -.866 169 1.2D + 1.5Lm12 + 1.OWm (330 d... Y.. Y1.2 20 -1 32 1.5 61 .866 62 -.5 170 1.2D + 1.5Lm13 + 1.OWm (0 deg) Y.. .Y1.2 15 1 33 1.5 61 1 1 62 RISA-3D Version 17.0.1[\...\...\...\...\...\2021-003-009\Five Corners Fire Station, WA\824070.r3d] Page 37 Company Vertical Structures, Inc. May 17, 2021 ',RI � Designer 20 Checked AM ed Job Number 2021-003-009 Checked By: ASEL ANEMErscHEKCO', _ . Model Name Five Corners -Fire Station, WA BU#824070 Load Combinations (Continued) flocr•rin4inn C P C R G. Gm RI ft Gmr4 R Gm R Gmr4 R G R G R G 171 1.2D + 1.5Lm13 + 1.OWm (30 deg)Y.. Y 1 1.2 16 1 33 1.5 61 .866 62 .5 172 1.2D + 1.5Lm13 + 1.OWm (60 deg)Y.. Y 1 1.2 17 1 33 1.5 61 .5 62 .866 173 1.2D + 1.5Lm13 + 1.OWm (90 deg)Y.. Y 1 1.2 18 1 33 1.5 61 62 1 174 1.2D + 1.5Lm13 + 1.OWm (120 d... Y.. Y 1 1.2 19 1 33 1.5 61 -.5 62 .866 175 1.2D + 1.5Lm13 + 1.OWm (150 d... Y.. Y 1 1.2 20 1 33 1.5 61 .866 62 .5 176 1.2D + 1.5Lm13 + 1.OWm (180 d... Y.. Y 11 1 1.2 11 15 -1 33 1 1.5 161 -1 62 177 1.2D + 1.5Lm13 + 1.OWm (210 d... Y.. Y 1 1.2 16 -1 33 1.5 61 .866 62 -.5 178 1.2D + 1.5Lm13 + 1.OWm (240 d... Y.. Y I 1 1 1.2 17 -1 33 1.5 61 -.5 62 -.866 179 1.2D + 1.5Lm13 + 1.OWm (270 d... Y.. Y 1 1.2 18 -1 33 1.5 61 62 -1 180 1.2D + 1.5Lm13 + 1.OWm (300 d... Y.. Y 1 1 1.2 19 -1 33 1.5 61 .5 62 -.866 181 1.2D + 1.5Lm13 + 1.OWm (330 d... Y.. Y 1 1.2 20 -1 33 1.5 61 .866 62 -.5 182 1.2D + 1.5Lm14 + 1.OWm (0 deg) Y.. Y 1 1 1.2 1 15 1 1 34 1 1.5 1611 1 62 183 1.2D + 1.5Lm14 + 1.OWm (30 deg)Y.. Y 1 1.2 16 1 34 1.5 61 .866 62 .5 184 1.2D + 1.5Lm14 + 1.OWm (60 deg)Y.. Y 1 1.2 17 1 34 1.5 61 .5 62 .866 185 1.2D + 1.5Lm14 + 1.OWm (90 deg)Y.. Y 1 1.2 18 1 34 1.5 61 62 1 186 1.2D + 1.5Lm14 + 1.OWm (120 d... Y.. Y 1 1.2 19 1 34 1.5 61 -.5 62 .866 187 1.2D + 1.5Lm14 + 1.OWm (150 d... Y.. Y 1 1.2 20 1 34 1.5 61 .866 62 .5 188 1.2D + 1.5Lm14 + 1.OWm (180 d... Y.. Y 1 1.2 15 -1 34 1.5 61 -1 62 189 1.2D + 1.5Lm14 + 1.OWm (210 d... Y.. Y 1 1.2 16 -1 34 1.5 61 .866 62 -.5 190 1.2D + 1.5Lm14 + 1.OWm (240 d... Y.. Y 1 1.2 17 -1 34 1.5 61 -.5 62 -.866 191 1.2D + 1.5Lm14 + 1.OWm (270 d... Y.. Y 1 1.2 18 -1 34 1.5 61 62 -1 192 1.2D + 1.5Lm14 + 1.OWm (300 d... Y.. Y 1 1.2 19 -1 34 1.5 61 .5 62 -.866 193 1.2D + 1.5Lm14 + 1.OWm (330 d... Y.. Y 1 1.2 20 -1 34 1.5 61 .866 62 -.5 194 1.2D + 1.5Lm15 + 1.OWm (0 deg) Y.. .Y 1 1.2 15 1 35 1 1.5 161, 1 62 195 1.2D + 1.5Lm15 + 1.OWm (30 deg)Y.. Y 1 1.2 16 1 351 1.5 1611.866 62 .5 196 1.2D + 1.5Lm15 + 1.OWm (60 deg)Y.. Y 1 1.2 17 1 35 1.5 61 .5 62 .866 197 1.2D + 1.5Lm15 + 1.OWm (90 deg)Y.. Y 1 1.2 18 1 35 1.5 61 62 1 198 1.2D + 1.5Lm15 + 1.OWm (120 d... Y.. Y 1 1.2 19 1 35 1.5 61 -.5 1 62 .866 199 1.2D + 1.5Lm15 + 1.OWm (150 d... Y.. [Y 1 1.2 20 1 35 1.5 61 .866 62 .5 200 1.2D + 1.5Lm15 + 1.OWm (180 d... Y.. Y 1 1.2 15 -1 35 1.5 61 -1 62 201 1.2D + 1.5Lm15 + 1.OWm (210 d... Y.. [Y 1 1.2 16 -1 35 1.5 61 .866 62 -.5 202 1.2D + 1.5Lm15 + 1.OWm (240 d... Y.. Y 1 1.2 17 -1 35 1.5 61 -.5 62 -.866 203 1.2D + 1.5Lm15 + 1.OWm (270 d... Y.. [Y 1 1.2 18 -1 35 1.5 61 62 -1 204 1.2D + 1.5Lm15 + 1.OWm (300 d... Y.. Y 1 1 1.2 19 -1 35 1.5 161 .5 1 62 -.866 205 1.2D + 1.5Lm15 + 1.OWm (330 d... Y.. [Y 11 1.2 20 -1 35 1.5 61 .866 62 -.5 206 1.2D + 1.5Lm16 + 1.OWm (0 deg) Y.. Y 11 1.2 15 1 36 1.5 61 1 62 207 1.2D + 1.5Lm16 + 1.OWm (30 deg)Y.. Y 1 1.2 16 1 36 1.5 61 .866 62 .5 208 1.2D + 1.5Lm16 + 1.OWm (60 deg)Y.. Y 1 1.2 17 1 36 1.5 61 .5 62 .866 209 1.2D + 1.5Lm16 + 1.OWm (90 deg)Y.. Y 1 1.2 18 1 36 1.5 61 62 1 210 1.2D + 1.5Lm16 + 1.OWm (120 d... Y.. Y 1 1.2 19 1 36 1 1.5 61 -.5 62 .866 211 1.2D + 1.5Lm16 + 1.OWm (150 d... Y.. Y 1 1.2 20 1 36 1.5 61 .866 62 .5 212 1.2D + 1.5Lm16 + 1.OWm (180 d... Y.. Y 1 1 1.2 15 -1 36 1.5 61 -1 62 213 1.2D + 1.5Lm16 + 1.OWm (210 d... Y.. [Y 11 1.2 16 -1 36 1.5 61 .866 62 -.5 214 1.2D + 1.5Lm16 + 1.OWm (240 d... Y.. Y 11 1.2 17 -1 36 1.5 61 -.5 62 -.866 215 1.2D + 1.5Lm16 + 1.OWm (270 d... Y.. Y 1 1.2 18 -1 36 1.5 61 62 -1 216 1.2D + 1.5Lm16 + 1.OWm (300 d... Y.. Y 1 1.2 19 -1 36 1.5 61 .5 62 -.866 217 1.2D + 1.5Lm16 + 1.OWm (330 d... Y.. Y 1 1.2 20 -1 36 1.5 61 .866 62 -.5 218 1.2D + 1.5Lm17 + 1.OWm (0 deg) Y.. Y 1 1.2 15 1 37 1.5 61 1 62 219 11.2D + 1.5Lm17 + 1.OWm (30 deg)Y.. Y 1 1.2 16 1 37 1.5 61 .866 62 .5 220 1.2D + 1.5Lm17 + 1.OWm (60 deg)Y.. Y 1 1.2 17 1 37 1.5 61 .5 62 .866 221 1.2D + 1.5Lm17 + 1.OWm (90 deg)Y.. Y 11 1.2 18 1 37 1.5 61 62 1 222 1.2D + 1.5Lm17 + 1.OWm (120 d... Y.. Y 11 1.2 19 1 37 1.5 61 -.5 62 .866 223 1.2D + 1.5Lm17 + 1.OWm (150 d... Y.. [Y 1 1.2 20 1 37 1.5 61 .866 62 .5 224 1.2D + 1.5Lm17 + 1.OWm (180 d... Y.. Y 1 1.2 15 -1 37 1.5 61 -1 62 225 1.2D + 1.5Lm17 + 1.OWm (210 d... Y.. Y 1 1.2 16 -1 37 1.5 61 .866 62 -.5 226 1.2D + 1.5Lm17 + 1.OWm (240 d... Y.. Y 1 1.2 17 -1 37 1.5 61 -.5 62 -.866 227 1.2D + 1.5Lm17 + 1.OWm (270 d... Y.. Y 1 1.2 18 -1 37 1.5 61 62 -1 RISA-3D Version 17.0.1[\...\...\...\...\...\2021-003-009\Five Corners Fire Station, WA\824070.r3d] Page 38 Company Vertical Structures, Inc. ',RI Designer � Job Number 20 2021-003-009 ANEMErscHEKCO', _ . Model Name Five Corners -Fire Station, WA BU#824070 May 17, 2021 10:32 AM Checked By: ASEL Load Combinations (Continued) flocrrintinn C P C R P. Girt R P. R P-t R G R G R F 228 1.2D + 1.5Lm17 + 1.OWm (300 d... Y.. Y 1 1.2 19 -1 37 1.5 61 .5 62 -.866 229 1.2D + 1.5Lm17 + 1.OWm (330 d... Y.. Y 1 1.2 20 -1 37 1.5 61 .866 62 -.5 230 1.2D + 1.5Lm18 + 1.OWm (0 deg) Y.. Y 1 1.2 15 1 38 1.5 61 1 62 231 1.2D + 1.5Lm18 + 1.OWm (30 deg)Y.. Y 1 1.2 16 1 38 1.5 61 .866 62 .5 232 1.2D + 1.5Lm18 + 1.OWm (60 deg)Y.. Y 1 1.2 17 1 38 1.5 61 .5 62 .866 233 1.2D + 1.5Lm18 + 1.OWm (90 deg)Y.. Y 11 1 1.2 11 18 1 38 1.5 61 62 11 1 234 1.2D + 1.5Lm18 + 1.OWm (120 d... Y.. [Y 1 1.2 19 1 38 1.5 61 -.5 62 .866 235 1.2D + 1.5Lm18 + 1.OWm (150 d... Y.. [Y 1 1.2 20 1 38 1.5 61 .866 62 .5 236 1.2D + 1.5Lm18 + 1.OWm (180 d... Y.. Y 1 1.2 15 -1 38 1.5 61 -1 62 237 1.2D + 1.5Lm18 + 1.OWm (210 d... Y.. [Y 1 1.2 16 -1 38 1.5 61 .866 62 -.5 238 11.2D + 1.5Lm18 + 1.OWm (240 d... Y.. [Y 1 1.2 17 -1 38 1.5 61 -.5 62 -.866 239 1.2D + 1.5Lm18 + 1.OWm (270 d... Y.. [Y 1 1.2 18 1 -1 38 1 1.5 161, 62 1 -1 240 1.2D + 1.5Lm18 + 1.OWm (300 d... Y.. Y 1 1.2 19 -1 38 1.5 61 .5 62 -.866 241 1.2D + 1.5Lm18 + 1.OWm (330 d... Y.. [Y 1 1.2 20 -1 38 1.5 61 .866 62 -.5 242 1.2D + 1.5Lv1 Y.. Y 1 1.2 39 1.5 243 1.2D + 1.5Lv2 Y.. Y 1 1.2 40 1.5 244 1.2D + 1.5Lv3 Y.. Y 1 1.2 41 1.5 245 1.2D + 1.5Lv4 Y.. Y 1 1.2 42 1.5 246 1.2D + 1.5Lv5 Y.. Y 1 1.2 43 1.5 247 1.2D + 1.5Lv6 Y.- Ni 1 1.2 44 1.5 248 1.2D + 1.5Lv7 Y.. Y 1 1.2 45 1.5 249 1.2D + 1.5Lv8 Y.. Y 1 1.2 46 1.5 2501 1.2D + 1.5Lv9 Y.. Y 1 1.2 47 1.5 251 1.2D + 1.5Lv10 Y.. Y 1 1.2 48 1.5 252 1.2D + 1.5Lv11 Y.. Y 1 1.2 49 1.5 253 1.2D + 1.5L02 Y.. Y 1 1.2 50 1.5 254 1.2D + 1.5Lv13 Y.. Y 1 1.2 51 1.5 255 1.2D + 1.5L04 Y.. Y 1 1.2 52 1.5 256 1.2D + 1.5Lv15 Y.. Y 1 1.2 53 1.5 257 1.2D + 1.OEv + 1.OEh (0 deg) Y.. Y 1 1.2 54 .205 55 56 .514 258 1.2D + 1.OEv + 1.OEh (30 deg) Y.. Y 1 1.2 54 .205 55 1.257 56 .445 259 1.2D + 1.OEv + 1.OEh (60 deg) Y.. Y 1 1.2 54 .205 55 .445 56 .257 260 1.2D + 1.OEv + 1.OEh (90 deg) Y.. Y 1 1.2 54 .205 55 .51456 261 1.2D + 1.OEv + 1.OEh (120 deg) Y.. Y 1 1.2 54 1.205 55 .445 56 .257 262 1.2D + 1.OEv + 1.OEh (150 deg) Y.. Y 1 1.2 54 .205 55 .257 56 .445 263 1.2D + 1.OEv + 1.OEh (180 deg) Y.. Y 1 1.2 54 .205 55 56 .514 264 1.2D + 1.OEv + 1.OEh (210 deg) Y.. Y 1 1.2 54 .205 55 -.257 56 .445 265 1.2D + 1.OEv + 1.OEh (240 deg) Y.. Y 1 1.2 54 .205 55 -.445 56 .257 266 1.2D + 1.OEv + 1.OEh (270 deg) Y.. Y 1 1.2 54 .205 55 -.514 56 267 1.2D + 1.OEv + 1.OEh (300 deg) Y.. Y 1 1.2 54 .205 55 -.445 56 .257 268 1.2D + 1.OEv + 1.OEh (330 deg) Y.. Y 1 1.2 1 54 .205 55 -.257 56 .445 Envelope Joint Reactions Inint X rlrl I R Y rirl I R 7 rkl I R KAY rk-ftl I R MV rk-ftl I R M7 rk-ftl I R 1 N20 max .947 11 1.94 14 1.083 1 8 -2.144 8 4.167 11 1 5.756 101 2 min -.947 5 .962 8 -1.083 2 -9.23 14 -4.177 5 -1.084 10 3 N38 max .973 11 1.982 20 1.111 8 7.855 68 4.251 3 8.261 90 4 min -.973 5 .982 12 -1.111 2 .724 2 -4.258 9 1.313 11 5 N2 max 1.081 11 2.104 24 .862 7 5.122 57 4.296 7 -2.615 5 6 1 min - .08 1 5 1 1.048 1 4 1 -.862 13 1 -2.382 1 37 1 -4.3 13 -9.598 24 7 Totals: max 3.001 1 11 1 6.026 1 18 1 2.825 8 8 min 1 -3.001 1 5 1 2.992 1 12 1 -2.825 2 RISA-3D Version 17.0.1[\... \... \... \... \... \2021-003-009\Five Corners Fire Station, WA\824070.r3d] Page 39 Company Vertical Structures, Inc. May 17, 2021 ',RI � Designer 20 Checked AM ed Job Number 2021-003-009 Checked By: ASEL A NEMET SCHEK CModel Name Five Corners -Fire Station, WA BU#824070 Envelope Member Section Forces Member Sec Axialrkl LC v Shearfkl LC z Shearrkl LC Torauerk... LC v-v Momentrk-ftl LC z-z Mom... LC RISA-3D Version 17.0.1[\...\...\...\...\...\2021-003-009\Five Corners Fire Station, WA\824070.r3d] Page 40 Company Vertical Structures, Inc. May 17, 2021 ',RI � Designer 20 Checked AM ed Job Number 2021-003-009 Checked By: ASEL ANEMETSCHEKCO', _ . Model Name Five Corners -Fire Station, WA BU#824070 Envelope Member Section Forces (Continued) Member Sec Axialrkl LC v Shearfkl LC z Shearrkl LC Torauerk... LC v-v Momentrk-ftl LC z-z Mom... LC 57 M15 1 max 0 2681 0 1311 0 8 0 268 0 268 0 268 58 min 0 1 0 101 0 14 0 1 0 1 0 1 59 2 max 0 268 0 101 0 14 0 268 0 268 0 268 60 min 0 1 0 131 0 8 0 1 0 1 0 1 61 M16 1 max 0 268 0 13 0 5 0 268 0 268 0 268 62 mini 0 1 -.375 247 0 8 0 1 0 1 0 1 63 2 max 0 268 .375 246 0 266 0 268 0 268 0 268 64 min 0 1 0 13 0 13 0 1 0 1 0 1 65 M17 1 max 0 268 0 71 0 68 0 268 0 268 0 268 66 min 0 1 0 17 0 2 0 1 0 1 0 1 1 67 2 max 0 268 0 17 0 2 0 268 0 268 0 268 68 imin 0 1 0 71 0 68 0 1 0 1 0 1 69 M18 1 max 0 268 0 3 0 9 0 268 0 268 0 268 70 min 0 1 -.375 245 0 258 0 1 0 1 0 1 71 2 max 0 268 .375 244 0 258 0 268 0 268 0 268 72 min 0 1 0 3 0 3 0 1 0 1 0 1 73 M19 1 max 1.074 5 2.011 17 .811 3 2.382 37 1.413 6 2.5 11 74 min -1.074 11 .968 11 -.813 7 -5.122 57 -1.436 12 -1.486 5 75 2 max 1.074 5 2.011 17 .811 3 2.382 37 1.266 5 2.218 11 76 min -1.074 11 .968 11 1 -.813 7 1 -5.122 57 -1.281 12 1 -1.774 5 77 M20 1 max .455 5 -.415 11 .367 3 .647 3 0 6 1 .846 11 78 min -.455 11 -.908 17 -.37 7 -.671 7 0 3 -.832 5 79 2 max .455 5 -.415 11 .367 3 .647 3 .09 3 .948 11 80 min -.455 11 -.908 17 -.37 7 -.671 7 -.091 7 -.727 5 81 M21 1 max .336 5 -.273 11 .263 3 .531 3 0 3 .63 11 82 min -.336 11 -.55 17 -.263 7 -.539 7 0 7 -.619 5 83 2 max .336 5 -.273 11 .263 3 .531 3 .064 3 .697 11 84 min -.336 11 1 -.55 17 -.263 7 -.539 7 -.064 7 -.551 5 85 M22 1 max .194 4 -.138 10 .181 3 .511 3 0 4 .558 10 86 imini -.194 10 -.336 16 -.18 7 -.513 7 0 9 -.55 6 87 2 max .194 4 -.138 10 .181 3 .511 3 .044 3 .592 10 88 min -.194 10 -.336 16 -.18 7 -.513 7 -.044 7 -.515 4 89 M23 1 max .941 9 1.848 20 .789 7 2.296 101 1.507 10 2.468 3 90 min -.941 3 .885 3 -.783 13 -5.221 131 -1.531 4 -1.547 9 91 2 max .941 9 1.848 20 .789 7 2.296 101 1.383 9 2.21 3 92 min -.941 3 .885 3 -.783 13 -5.221 131 -1.389 4 -1.81 9 93 M24 1 max .455 9 -.415 3 .367 7 .648 7 0 5 .846 3 94 imin -.455 3 -.908 21 -.371 11 -.673 13 0 12 -.833 9 95 2 max .455 9 -.415 3 .367 7 .648 7 .09 7 .948 3 96 min -.455 3 -.908 21 -.371 11 -.673 13 -.091 11 -.729 9 97 M25 1 max .248 9 -.209 3 .207 7 .587 7 0 11 .719 3 98 min -.248 3 -.427 20 -.206 11 -.597 13 0 7 -.707 9 99 2 max .248 9 -.209 3 .207 7 .587 7 .051 7 .77 3 1001 min -.248 3 -.427 20 -.206 11 -.597 13 -.051 11 -.655 9 101 M26 1 max .168 10 -.12 4 .158 7 .446 5 0 7 .48 4 102 min -.168 4 -.294 22 -.159 11 -.448 11 0 5 -.473 10 103 2 max .168 10 -.12 4 .158 7 .446 5 .039 7 .509 4 104 min -.168 4 -.294 22 -.159 11 -.448 11 -.039 11 -.443 10 105 M27 1 max .964 13 1.889 14 .803 9 2.395 71 1.401 2 2.551 7 106 min -.964 7 .904 7 -.813 3 -5.136 89 -1.426 8 -1.608 13 107 2 max .964 13 1.889 14 .803 9 2.395 71 1.272 13 2.287 7 108 min -.964 7 .904 7 1 -.813 3 -5.136 89 -1.272 8 -1.877 13 109 M28 1 max .455 13 -.415 7 .368 11 .648 9 0 8 .847 7 1101 min -.455 7 -.908 25 -.37 3 -.673 3 0 9 -.833 13 111 2 max .455 13 -.415 7 .368 11 .648 9 .09 11 .948 7 112 min -.455 7 -.908 25 -.37 3 -.673 3 -.091 3 -.729 13 113 M29 1 max .248 1 13 -.208 7 .206 11 .588 9 1 0 11 .719 7 RISA-3D Version 17.0.1[\... \... \... \... \... \2021-003-009\Five Corners Fire Station, WA\824070.r3d] Page 41 Company Vertical Structures, Inc. ',RI Designer � Job Number 20 2021-003-009 A NEMET SCHEK CModel Name Five Corners -Fire Station, WA BU#824070 May 17, 2021 10:32 AM Checked By: ASEL Envelope Member Section Forces (Continued) Mamhar Car aviolrlrl 1 r` v Shaornel 11` � ChaorrLl I r` Tnrn-ne 1 r' v hAnmanfrie-f41 1 r` - Rllnm I (` 114 min -.248 7 -.427 14 -.207 3 -.596 3 0 5 -.708 13 115 2 max .248 13 -.208 7 .206 11 .588 9 .05 11 .77 7 116 min -.248 7 -.427 14 -.207 3 -.596 3 -.051 3 -.655 13 117 M30 1 max .193 12 -.139 6 .182 11 .515 11 0 264 .556 6 118 min -.193 6 -.336 14 -.181 3 -.517 5 0 3 -.548 12 1191 2 max .193 1 12 1 -.139 1 6 1 .182 1 11 1 .515 1 11 .045 11 1 .59 6 11201 min -.193 1 6 1 -.336 1 14 1 -.181 1 3 1 -.517 1 5 -.044 1 3 1 -.513 12 Warning Log (By Combination) Messa e 1 IThere are members defined as member type: 'Beam" that are vertical (or nearly vertical). For proper deflection optimization, change me... Envelope RISC 15th(360-16): LRFD Steel Code Checks Mamhar Ghana ('.nrla (:hark I nrrinl 1 (: Chamr ('.ha I nrrinl nir 1 (. nhi*Pn nhi*Pn nhi*M nhi* (:h Fnn 1 M16 PIPE 3.0 1.015 80.182 131 .221 0.182 3 24.533 65.205 5.749 5.749 1.679 H1 2 M18 PIPE 3.0 1.015 80.182 89 .221 80.182 7 24.533 65.205 5.749 5.749 1.677 H1 3 M14 PIPE 3.0 1.015 80.182 55 .221 80.182 1124.533 65.205 5.749 5.7491.677H1 4 M1 HSS4X4X3 .952 0 57 .546 0 55 100.151 106.81212.662 12.6621.554 H3-6 5 M3 HSS4X4X3 .928 0 89 .545 0 89 100.151 106.81212.662 12.6621.554 H3-6 6 M2 HSS4X4X3 .927 0 133 .552 1 0 V 11... 1100.151 106.81212.662 12.6621.556 H3-6 7 M6 PIPE 2.0 .549 83.636 10 .045 83.636 10 9.837 32.13 1.872 1.872 .974H1-... 8 M12 PIPE 2.0 .549 83.636 6 .045 83.636 6 9.837 32.13 1.872 1.872 2.973H1 9 M9 PIPE 2.0 .548 83.636 2 .045 83.636 2 9.837 32.13 1.872 1.872 2.867H1 10 M7 PIPE 2.0 .437 171.758 2 .028 71.758 2 14.916 32.13 1.872 1.8721.804H1 11 M4 PIPE 2.0 .436 71.758 10 .028 71.758 1014.916 32.13 1.872 1.872 1.81 H1-... 12 M10 PIPE 2.0 .436 71.758 6 .028 71.758 16 114.916 32.13 11.872 1.872 1.81 H1-... 13 M5 PIPE 2.0 .351 71.758 10 .023 71.758 1014.916 32.13 1.872 1.8721.807H1 14 M 11 PIPE 2.0 .351 71.758 6 .023 71.758 6 14.916 32.13 1.872 1.872 1.807 H 1 15 M8 PIPE 2.0 .303 71.758 4 .019 71.758 4 14.916 32.13 1.872 1.872 1.801 H1-... 16 M13 PIPE 3.0 .000 5.939 10 .000 5.939 1064.857 65.205 5.749 5.7491.554H1-... 17 M17 PIPE 3.0 .000 15.939 1 6 1 .000 15.939 6 64.857 65.205 5,749 5.7491.553H1 18 M15 PIPE 3.0 .000 15.939 1 2 1 .000 15.939 2 64.857 65.205 5.749 5.749 1 H1 RISA-31D Version 17.0.1[\... \... \... \... \... \2021-003-009\Five Corners Fire Station, WA\824070.r3d] Page 42 13.5 ft T-Arm Mounts Analysis Order Number 558188, Revision APPENDIX D ADDITIONAL CALCULATIONS May 17, 2021 CCI BU No 824070 Page 9 CCI Mount Analysis Report — version 1.0 r 11 7INC. STRUCTURE MOUNT CONNECTION CALCULATIONS (TIA-222-H) Customer: Crown Castle Site Name: Five Corners -Fire Station, WABU#824070 Job Number: 2021-003-009 Mount Model: 13.5' T-Arm Mounts Date: 05/17/2021 Calculations: x Sy := 4• (2) = 12•i Sz := 4. -1 = 12•in (2) Ip := 4• (2 I2 + I I2 = 72•in2 Calculate Shear Force: x v Mx — Vy :- Y) + 2 = 3.137•kip 4 Ip Vb :-�VY2+ VZ2 = 4.223 kip Check Combined Shear & Tension: 2 2 Vb Tb + = 57.8•% ORnv �Rnt Design By: AM Chk'd By: KM Connection Information is Assumed Bolt Spacing: Bolt x :- bin Size: db := 0.625in y 6in Fub:_ 120ksi RISA3D Reactions: n := 11 Ax := 1.081 kip vy := 2.105kip vz := 0.865kip Mx:= 5.221kip•ft My := 4.296kip•ft MZ := 9.598kip•ft C �r )db C_ ( 0.9743.1 in112.0.226 • in2 4 n JJJJ Ab := (4) •db2=0.307•in2 (Rnt:= 0.75•Fub•An = 20.34•kip (�Rnv := 0.75.0.625.0.8•Fub•Ab = 13.806•kip Calculate Tension Force: vZMx'(-L 2) (Ax (�S�y zVZ:_ + = 2.827 kip Tb :_ — + Y+14.164•kip 4 Ip 4 SZ