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REVIEWED BLD2021-0495+Structural_Analysis RAMP 6.4.2021_11.21.35_AM+2232683BLD2021-0495, RESU B 0497, 0498 Jun 07 2021 CIN OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT WELCOME RAMP, INC. STRUCTURAL ANALYSIS STANDARD DECK, RAMP & STAIRS TABLE OF CONTENTS ITEM PAGES Design Criteria 1-3 Ramp System Design 4-18 Adjustable Legs 19-22 Planking & Treads 23-29 Stairs, Handrail & Guardrail 30-56 WELCOME RAMP CALCS-IBC Page 1 of 56 RESUB Jun 07 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT WELCOME RAMP, INC. STRUCTURAL ANALYSIS Ramp System Design Criteria and Analysis 1) Reference Design Criteria: a) International Building Code, 2018 Edition, ASCE 7-16, & OSSC-2019 2) Site Specific Criteria: a) Building Occupancy Classifications: II b) Vertical Loading: 100 psf for Landings, 300 lbs. concentrated loads for steps c) Horizontal Loading: i) Wind Loads: 135 mph(ultimate), Exposure B, Kz=0.85, Kzt=1.0; Design Wind Pressure = 30 psf (At less than 15 feet above grade, IBC 2018, 1609.6.2) w/ 5' effective width = 30 Ibs/leg ii) Seismic Loads: Sds = 1.00, S1=0.63, 1=1.0, R=3.25, Sao=2, Cd=3.25, Cs=0.462, w/62.5#DL/leg*0.462*2 = 58#/leg iii) Pedestrian Traffic Load: 5' effective*100psf*1/12*1.5 = 63#/leg d) Soil Bearing: 1,500 psf, unless verified by Geotechnical Report or Building Official 3) Material Specifications: a) Aluminum: i) Handrail ASTM 6063-T5, 16 ksi, minimum yield strength ii) Structural ASTM 6061-T5, 35 ksi, minimum yield strength b) Density 170 Ibs. per cubic foot 4) Connectors: a) Bolts Grade 5 zinc -coated (Design), ASTM A-325 may be substituted. b) Screws #10x1.25" zinc plated Self -Tapping Screw (STS) c) Welding Per AWS D1.2 and size as shown on the drawings d) Sleeves Length of snug -fitting sleeves designed resist moment and shear of sleeved connection. WELCOME RAMP CALCS-IBC RESUB Jun 07 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 5) Design Basis: a) Each side of the assembly is a framed made rigid by either welding or assembling parts together in sleeves to resist movement. Base connections are a pinned condition. b) Each frame is connected together with landing or ramp frames and planking to distribute dead and live loads to the frames. Railing is added to the frame assembly. c) Landing Platforms are attached to buildings with Lag -bolts or SDS Screws. d) Basic Dead Load is 5 psf for frame, ramp & landing surfaces. 2 psf is added for railing. e) A 300 lb. lateral load is used in the design to simulate seismic, wind and pedestrian lateral loading for each frame (2 frames per unit, 600# per assembly). This results in an effective Design Cs for a 30-foot ramp and 5x10 platform of 0.5 and a design wind load of 30 psf without consideration for stress duration. Seismic and wind loads do not govern lateral loading for standard configurations. Standard platform lateral loading will be resisted by connections of platform to building. (3) SDS25300 (OR 3/8" 0 x 3" lag -bolts= 900# for each 5' platform section. Lateral loads of ramps and stair assemblies attached to the platforms will be resisted by the platforms. f) Anchorage for Asphalt and Concrete Substrate: Where requested by the Owner, anchorage of ramps and stairs to asphalt and concrete substrates will be done with drilled anchors. Asphalt substrate conditions will use (1) 'Bolt -Hold' SP-10 at each bottom bearing plate of last section of ramp and bottom of stair. Anchorage for concrete substrate is 'Simpson' Titen HD V 0 x 3". WELCOME RAMP CALCS-IBC Page 3 of 56 RESUB Jun 07 2021 Cl OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT WELCOME RAMP, INC. STRUCTURAL ANALYSIS Ramp System Design WELCOME RAMP CALCS-IBC Page 4 of 56 BRIGGS ENGINEERING, INC 5999 W STATE ST 'A' GARDEN CITY, ID 83703 208.344.9700 dean@briggs-engineering.com 0 Project Title: WELCOME RAMP SYSTEMS RESUB Engineer: Dean Briggs Project ID: 202010.01.3 Jun 07 2021 Project Descr:STANDARD DECK, RAMP & STAIR DEVELOPMENT °R°CES CALCULATIONS DEPARTMENT Printed: 27 AUG 2020, 4:37PM 2-D Frame Software copyright ENERCALC, INC. 1983-2020, Build:12.20.5.31 i.ii. • Description Standard 30-foot Ramp, (3) 10' Sections Joints... Joint Joint Coordinates Joint Label X Yft t X Translational Restraint Y Translational Restraint Z Rotational Restraint Temp d 9 0.0830 0.0 Fixed L1 Fixed Fixed 0 L2 5.021 0.0 Fixed Fixed Fixed 0 L3 10.10 0.0 Fixed Fixed Fixed 0 L4 15.146 0.0 Fixed Fixed Fixed 0 L5 20.140 0.0 Fixed Fixed Fixed 0 L6 25.076 0.0 Fixed Fixed Fixed 0 L7 30.180 0.0 Fixed Fixed Fixed 0 L8 35.060 0.0 Fixed Fixed Fixed 0 U1 0.080 0.010 0 U2 5.020 0.4180 0 U3 10.10 0.8420 0 U4 15.150 1.263 0 U5 20.140 1.678 0 U6 25.080 2.090 0 U7 30.180 2.515 0 U8 35.060 2.515 0 Members... Member Endpoint Joints Member Releases Specify Connectivity of Member Ends to Joints Label Property Labe I Joint J Joint Le ngth x I End y z (rotation) J x End y z (rotation) C1 COLUMN Li U1 0.010 Fixed Fixed Pinned Fixed Fixed Fixed C2 COLUMN L2 U2 0.418 Fixed Fixed Pinned Fixed Fixed Fixed C3 COLUMN L3 U3 0.842 Fixed Fixed Pinned Fixed Fixed Fixed C4 COLUMN L4 U4 1.263 Fixed Fixed Pinned Fixed Fixed Fixed C5 COLUMN L5 U5 1.678 Fixed Fixed Pinned Fixed Fixed Fixed C6 COLUMN L6 U6 2.090 Fixed Fixed Pinned Fixed Fixed Fixed C7 COLUMN L7 U7 2.515 Fixed Fixed Pinned Fixed Fixed Fixed C8 COLUMN L8 U8 2.515 Fixed Fixed Pinned Fixed Fixed Fixed P1 PLATFORM U7 U8 4.880 Fixed Fixed Fixed Fixed Fixed Fixed R1A RAMP U1 U2 4.957 Fixed Fixed Pinned Fixed Fixed Fixed R1 B RAMP U2 U3 5.098 Fixed Fixed Fixed Fixed Fixed Fixed R2A RAMP U3 U4 5.068 Fixed Fixed Fixed Fixed Fixed Fixed R26 RAMP U4 U5 5.007 Fixed Fixed Fixed Fixed Fixed Fixed R3A RAMP U5 U6 4.957 Fixed Fixed Fixed Fixed Fixed Fixed R36 RAMP U6 U7 5.118 Fixed Fixed Fixed Fixed Fixed Fixed Member Stress Check Data... Member Unbraced Lengths Slenderness Factors AISC Bending & Stability Factors Label Lu : z ft Lu : y K : z 1.00 K : y 1.00 Cm 1.000 Cb 1.000 C1 1.000 0.010 C2 1.000 0.418 1.00 1.00 1.000 1.000 C3 1.000 0.842 1.00 1.00 1.000 1.000 C4 1.000 1.263 1.00 1.00 1.000 1.000 C5 1.000 1.678 1.00 1.00 1.000 1.000 C6 1.000 2.090 1.00 1.00 1.000 1.000 C7 1.000 2.515 1.00 1.00 1.000 1.000 C8 1.000 2.515 1.00 1.00 1.000 1.000 P1 1.000 4.880 1.00 1.00 1.000 1.000 R1 A 1.000 4.957 1.00 1.00 1.000 1.000 R1 B 1.000 5.098 1.00 1.00 1.000 1.000 R2A 1.000 5.068 1.00 1.00 1.000 1.000 R213 1.000 5.007 1.00 1.00 1.000 1.000 R3A 1.000 4.957 1.00 1.00 1.000 1.000 R313 1.000 5.118 1.00 1.00 1.000 1.000 Materials... Member Youngs Density Thermal Yield Label ksi kcf in/degr ksi Page 5 of 56 BRIGGS ENGINEERING, INC 5999 W STATE ST 'A' GARDEN CITY, ID 83703 208.344.9700 dean@briggs-engineering.com 0 Project Title: WELCOME RAMP SYSTEMS RESUB Engineer: Dean Briggs Project ID: 202010.01.3 Jun 07 2021 Project Descr: STANDARD DECK, RAMP & STAIR OFEDMONDS DE EI OPMENT SERVICES CALCULATIONS DEPARTMENT Printed: 27 AUG 2020, 4:37PM 2-D Frame Software copyright ENERCALC, INC. 1983-2020, Build:12.20.5.31 i.ii. Default 1.00 1 0.000 1 0.000000 1 1.00 Page 6 of 56 BRIGGS ENGINEERING, INC 5999 W STATE ST 'A' GARDEN CITY, ID 83703 208.344.9700 deanCa briggs-engineering.com 0 Project Title: WELCOME RAMP SYSTEMS RESUB Engineer: Dean Briggs Project ID: 202010.01.3 Jun 07 2021 Project Descr: STANDARD DECK, RAMP & STAIR OFEDMONDS DE EI OPMENT SERVICES CALCULATIONS DEPARTMENT Printed: 27 AUG 2020, 4:37PM 2-D Frame Software copyright ENERCALC, INC. 1983-2020, Build:12.20.5.31 i.ii. • Materials... Member Label Youngs ksi Density kcf Thermal in/degr Yield ksi Steel 10,000.00 0.170 0.000007 35.00 Member Sections... Prop Label Group Tag Material Area Depth Width Ixx lyy Default Group Default 1.0 inA2 0.0 in 0.0 in 1.0 inA4 1.0 inA4 HSSQ 1.25x1.25x.121 COLUMN Steel 0.5625 inA2 1.250 in 1.250 in 0.1201 inA4 0.1201 inA4 Platform I PLATFORMS Steel 1.438 inA2 4.0 in 2.0 in 1.392 inA4 0.4078 inA4 WR RAMP SECTION1 RAMP Steel 1.438 inA2 4.0 in 2.0 in 2.020 inA4 0.4212 inA4 Joint Loads.... Note: Loads labeled "Global Y" act downward (in "-Y" direction; Load Load Magnitude Joint Label Direction Dead Roof Live Live Snow Seismic Wind Earth U1 Global X 0.050 k U3 Global X 0.10 k U4 Global X 0.10 k U5 Global X 0.10 k U6 Global X 0.10 k U7 Global X 0.050 k U2 Global X 0.10 k Member Distributed Loads.... Note: Loads labeled "Global Y" act downward in "-Y" direction Member Load Load Extents Load Magnitude Label Direction Start ft End Dead Roof Live Live Snow Seismic Wind Earth R1 A Global Y 0.0 Start Mag : 0.010 0.20 k/ft 4.957 End Mag : 0.010 0.20 k/ft P1 Global Y 0.0 Start Mag : 0.0130 0.250 k/ft 4.880 End Mag : 0.0130 0.250 k/ft RIB Global Y 0.0 Start Mag : 0.010 0.20 k/ft 5.098 End Mag : 0.010 0.20 k/ft R2A Global Y 0.0 Start Mag : 0.010 0.20 k/ft 5.068 End Mag : 0.010 0.20 k/ft R213 Global Y 0.0 Start Mag : 0.010 0.20 k/ft 5.007 End Mag : 0.010 0.20 k/ft R3A Global Y 0.0 Start Mag : 0.010 0.20 k/ft 4.957 End Mag : 0.010 0.20 k/ft R313 Global Y 0.0 Start Mag : 0.010 0.20 k/ft 5.118 End Mag : 0.010 0.20 k/ft Stress/Strength Load Combinations IBC 2018 Load Combination Lambda 0.2*Sds* Load Combination Factors Description Dead Seismic Roof Live Live Snow Wind Seismic Rho Earth +D+H 0.9 1.0 1.0 +D+L+H 1 1.0 1.0 1.0 +D+Lr+H 1.25 1.0 1.0 1.0 +D+S+H 1.15 1.0 1.0 1.0 +D+0.750Lr+0.750L+H 1.25 1.0 0.750 0.750 1.0 +D+0.750L+0.750S+H 1.15 1.0 0.750 0.750 1.0 +D+0.60W+H 1.6 1.0 0.60 1.0 +1.140D+0.910E+H 0.9 1.0 0.140 0.910 1.30 1.0 +D+0.750Lr+0.750L+0.450W+H 1.6 1.0 0.750 0.750 0.450 1.0 +D+0.750L+0.750S+0.450W+H 1.6 1.0 0.750 0.750 0.450 1.0 +1.105D+0.750L+0.750S+0.6825E+H 1.15 1.0 0.1050 0.750 0.750 0.6825 1.30 1.0 +0.60D+0.60W+0.60H 1.6 0.60 0.60 0.60 +0.460D+0.910E+0.60H 0.9 0.60 -0.140 0.910 1.30 0.60 Automatically Apply 100 % of member self -weight as D in the +Global Y direction Page 7 of 56 BRIGGS ENGINEERING, INC 5999 W STATE ST 'A' GARDEN CITY, ID 83703 208.344.9700 dean@briggs-engineering.com 0 Project Title: WELCOME RAMP SYSTEMS RESUB Engineer: Dean Briggs Project ID: 202010.01.3 Jun 07 2021 Project Descr:STANDARD DECK, RAMP & STAIR DEVELOPMENT °R°CES CALCULATIONS DEPARTMENT Printed: 27 AUG 2020, 4:37PM 2-D Frame Software copyright ENERCALC, INC. 1983-2020, Build:12.20.5.31 i.ii.1:1VICTei3:1014 'a Reaction Load Combinations IBC 2018 Load Combination Load Combination Factors Description Dead Roof Live Live Snow Wind Seismic Earth +D+H 1.0 1.0 +D+L+H 1.0 1.0 1.0 +D+Lr+H 1.0 1.0 1.0 +D+S+H 1.0 1.0 1.0 +D+0.750Lr+0.750L+H 1.0 0.750 0.750 1.0 +D+0.750L+0.750S+H 1.0 0.750 0.750 1.0 +D+0.60W+H 1.0 0.60 1.0 +D+0.70E+H 1.0 0.70 1.0 +D+0.750Lr+0.750L+0.450W+H 1.0 0.750 0.750 0.450 1.0 +D+0.750L+0.750S+0.450W+H 1.0 0.750 0.750 0.450 1.0 +D+0.750L+0.750S+0.5250E+H 1.0 0.750 0.750 0.5250 1.0 +0.60D+0.60W+0.60H 0.60 0.60 0.60 +0.60D+0.70E+0.60H 0.60 0.70 0.60 D Only 1.0 Lr Only 1.0 L Only 1.0 S Only 1.0 W Only 1.0 E Only 1.0 H Only 1.0 Page 8 of 56 BRIGGS ENGINEERING, INC 5999 W STATE ST 'A' GARDEN CITY, ID 83703 208.344.9700 dean@briggs-engineering.com 0 Project Title: WELCOME RAMP SYSTEMS RESUB Engineer: Dean Briggs Project ID: 202010.01.3 Jun 07 2021 Project Descr:STANDARD DECK, RAMP & STAIR DEVELOPMENT °R°CES CALCULATIONS DEPARTMENT Printed: 27 AUG 2020, 4:37PM 2-D Frame Software copyright ENERCALC, INC. 1983-2020, Build:12.20.5.31 Deflection Load Combinations IBC 2018 Load Combination Description Dead Roof Live Live Snow Wind Seismic +D+H 1.0 +D+L+H 1.0 1.0 +D+Lr+H 1.0 1.0 +D+S+H 1.0 1.0 +D+0.750Lr+0.750L+H 1.0 0.750 0.750 +D+0.750L+0.750S+H 1.0 0.750 0.750 +D+0.60W+H 1.0 0.60 +D+0.70E+H 1.0 0.70 +D+0.750Lr+0.750L+0.450W+H 1.0 0.750 0.750 0.450 +D+0.750L+0.750S+0.450W+H 1.0 0.750 0.750 0.450 +D+0.750L+0.750S+0.5250E+H 1.0 0.750 0.750 0.5250 +0.60D+0.60W+0.60H 0.60 0.60 +0.60D+0.70E+0.60H 0.60 0.70 D Only 1.0 Lr Only 1.0 L Only 1.0 S Only 1.0 W Only 1.0 E Only 1.0 H Only Earth 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.60 0.60 E Joint Displacements by Load Combination : Joint Displacements Joint Label Load Combination X y Z in in Radians I1 u univ U.0 U.0 U.0 12 D Only 0.0 0.0 0.0 13 D Only 0.0 0.0 0.0 14 D Only 0.0 0.0 0.0 15 D Only 0.0 0.0 0.0 16 D Only 0.0 0.0 0.0 17 D Only 0.0 0.0 0.0 18 D Only 0.0 0.0 0.0 u1 D Only -0.000463 -0.000140 0.003863 u2 D Only -0.000445 -.0000520 .0000590 u3 D Only -0.000436 -.0000890 -.0000110 u4 D Only -0.000434 -0.000132 .0000140 u5 D Only -0.000431 -0.000195 -.0000360 u6 D Only -0.000448 -.0000780 0.000156 u7 D Only -0.000438 -0.000206 -0.000254 u8 D Only -0.000444 -0.000151 0.000405 11 +D+L 0.0 0.0 0.0 12 +D+L 0.0 0.0 0.0 13 +D+L 0.0 0.0 0.0 14 +D+L 0.0 0.0 0.0 15 +D+L 0.0 0.0 0.0 16 +D+L 0.0 0.0 0.0 17 +D+L 0.0 0.0 0.0 18 +D+L 0.0 0.0 0.0 u 1 +D+L 0.01199 0.003587 -0.09988 u2 +D+L 0.01269 -0.001001 0.000165 u3 +D+L 0.01429 -0.001926 -0.000243 u4 +D+L 0.01563 -0.002870 0.000171 u5 +D+L 0.01664 -0.004130 -0.000794 u6 +D+L 0.01688 -0.001754 0.003190 u7 +D+L 0.01725 -0.004166 -0.005171 u8 +D+L 0.01711 -0.003064 0.008111 11 +D+0.750L 0.0 0.0 0.0 12 +D+0.750L 0.0 0.0 0.0 13 +D+0.750L 0.0 0.0 0.0 14 +D+0.750L 0.0 0.0 0.0 Page 9 of 56 BRIGGS ENGINEERING, INC 5999 W STATE ST 'A' GARDEN CITY, ID 83703 208.344.9700 dean@briggs-engineering.com 0 Project Title: WELCOME RAMP SYSTEMS RESUB Engineer: Dean Briggs Project ID: 202010.01.3 Jun 07 2021 Project Descr: STANDARD DECK, RAMP & STAIR OFEDMONDS DE EI OPMENT SERVICES CALCULATIONS DEPARTMENT Printed: 27 AUG 2020, 4:37PM 2-D Frame Software copyright ENERCALC, INC. 1983-2020, Build:12.20.5.31 i.ii. 15 +D+0.750L 0.0 0.0 0.0 Page 10 of 56 BRIGGS ENGINEERING, INC 5999 W STATE ST 'A' GARDEN CITY, ID 83703 208.344.9700 dean@briggs-engineering.com 0 Project Title: WELCOME RAMP SYSTEMS RESUB Engineer: Dean Briggs Project ID: 202010.01.3 Jun 07 2021 Project Descr:STANDARD DECK, RAMP & STAIR DEVELOPMENT °R°CES CALCULATIONS DEPARTMENT Printed: 27 AUG 2020, 4:37PM 2-D Frame Software copyright ENERCALC, INC. 1983-2020, Build:12.20.5.31 i.ii. Joint Displacements by Load Combination : Joint Displacements Joint Label Load Combination X y Z in in Radians 16 +D+0.750L 0.0 0.0 0.0 17 +D+0.750L 0.0 0.0 0.0 18 +D+0.750L 0.0 0.0 0.0 u1 +D+0.750L 0.008875 0.002655-0.07395 u2 +D+0.750L 0.009405-0.000764 0.000139 u3 +D+0.750L 0.01061-0.001467-0.000185 u4 +D+0.750L 0.01161-0.002185 0.000132 u5 +D+0.750L 0.01237-0.003146-0.000605 u6 +D+0.750L 0.01255-0.001335 0.002432 u7 +D+0.750L 0.01283-0.003176-0.003942 u8 +D+0.750L 0.01272-0.002335 0.006185 11 +0.60D 0.0 0.0 0.0 12 +0.60D 0.0 0.0 0.0 13 +0.60D 0.0 0.0 0.0 14 +0.60D 0.0 0.0 0.0 15 +0.60D 0.0 0.0 0.0 16 +0.60D 0.0 0.0 0.0 17 +0.60D 0.0 0.0 0.0 18 +0.60D 0.0 0.0 0.0 u1 +0.60D -0.000278-.0000840 0.002318 u2 +0.60D -0.000267-.0000310 .0000350 u3 +0.60D -0.000262-.0000530-.0000060 u4 +0.60D -0.000260-.0000790 .0000080 u5 +0.60D -0.000259-0.000117-.0000220 u6 +0.60D -0.000269-.0000470 .0000930 u7 +0.60D -0.000263-0.000123-0.000152 u8 +0.60D -0.000267-.000090 0.000243 11 L Only 0.0 0.0 0.0 12 L Only 0.0 0.0 0.0 13 L Only 0.0 0.0 0.0 14 L Only 0.0 0.0 0.0 15 L Only 0.0 0.0 0.0 16 L Only 0.0 0.0 0.0 17 L Only 0.0 0.0 0.0 18 L Only 0.0 0.0 0.0 u1 L Only 0.01245 0.003727-0.1037 u2 L Only 0.01313-0.000949 0.000107 u3 L Only 0.01472-0.001837-0.000233 u4 L Only 0.01606-0.002737 0.000157 u5 L Only 0.01707-0.003935-0.000758 u6 L Only 0.01733-0.001675 0.003035 u7 L Only 0.01768-0.003961-0.004917 u8 L Only 0.01755-0.002913 0.007706 Joint Reactions by Load Combination : Joint Reactions Joint Label Load Combination X y Z k k k-ft 11 D Only -0.005730 0.01910 12 D Only 0.004169 0.05743 13 D Only 0.001901 0.04954 14 D Only 0.000385 0.04957 15 D Only 0.000513 0.05452 16 D Only -0.000756 0.01772 17 D Only 0.001062 0.03834 18 D Only -0.001544 0.02809 u1 D Only u2 D Only u3 D Only u4 D Only u5 D Only Page 11 of 56 BRIGGS ENGINEERING, INC 5999 W STATE ST 'A' GARDEN CITY, ID 83703 208.344.9700 dean@briggs-engineering.com 0 Project Title: WELCOME RAMP SYSTEMS RESUB Engineer: Dean Briggs Project ID: 202010.01.3 Jun 07 2021 Project Descr:STANDARD DECK, RAMP & STAIR DEVELOPMENT °R°CES CALCULATIONS DEPARTMENT Printed: 27 AUG 2020, 4:37PM 2-D Frame Software copyright ENERCALC, INC. 1983-2020, Build:12.20.5.31 i.ii. Joint Reactions by Load Combination : Joint Reactions Joint Label Load Combination X y Z k k k-ft u6 u7 u8 11 12 13 14 15 16 17 18 u1 u2 u3 u4 u5 u6 u7 u8 D Only D Only D Only +D+L +D+L +D+L +D+L +D+L +D+L +D+L +D+L +D+L +D+L +D+L +D+L +D+L +D+L +D+L +D+L +U+U. / 5UL +D+0.750L +D+0.750L +D+0.750L +D+0.750L +D+0.750L +D+0.750L +D+0.750L +D+0.750L +D+0.750L +D+0.750L +D+0.750L +D+0.750L +D+0.750L +D+0.750L +D+0.750L +0.60D +0.60D +0.60D +0.60D +0.60D +0.60D +0.60D +0.60D +0.60D +0.60D +0.60D +0.60D +0.60D +0.60D +0.60D +0.60D L Only L Only L Only L Only L Only L Only L Only L Only L Only L Only L Only -0.1167 0.3890 -0.3886 1.156 -0.04132 1.072 -0.01556 1.047 -0.000281 1.154 -0.02139 0.3861 0.01820 0.7766 -0.03433 0.5710 -U.Ubbyb -0.2904 -0.03051 -0.01157 -.0000830 -0.01623 0.01391 -0.02613 -0.003438 0.002501 0.001141 0.000231 0.000308 -0.000454 0.000637 -0.000926 -0.1110 -0.3928 -0.04322 -0.01594 -0.000794 -0.02064 0.01713 -0.03279 U.29bb 0.8814 0.8167 0.7974 0.8789 0.2940 0.5920 0.4353 0.01146 0.03446 0.02973 0.02974 0.03271 0.01063 0.02301 0.01685 0.3699 1.099 1.023 0.9971 1.099 0.3684 0.7382 0.5429 Page 12 of 56 BRIGGS ENGINEERING, INC 5999 W STATE ST 'A' GARDEN CITY, ID 83703 208.344.9700 dean@briggs-engineering.com 0 Project Title: WELCOME RAMP SYSTEMS RESUB Engineer: Dean Briggs Project ID: 202010.01.3 Jun 07 2021 Project Descr:STANDARD DECK, RAMP & STAIR DEVELOPMENT °R°CES CALCULATIONS DEPARTMENT Printed: 27 AUG 2020, 4:37PM 2-D Frame Software copyright ENERCALC, INC. 1983-2020, Build:12.20.5.31 i.ii. Joint Reactions by Load Combination : Joint Reactions Joint Label Load Combination X Y Z k k k-ft u4 L Only u5 L Only u6 L Only u7 L Only u8 L Only Member End Forces by Load Combination : Member Load Combination Joint " I " End Forces Joint " J " End Forces Label Axial Shear Moment Axial Shear Moment k k k-ft k k k-ft c1 D Only 0.01655 0.0 0.0 -0.01656 0.0 0.0 c2 D Only 0.04739 -0.003636 0.0 -0.04767 0.003636 -0.001520 c3 D Only 0.04062 -0.001602 0.0 -0.04117 0.001602 -0.001349 c4 D Only 0.04013 -0.000171 0.0 -0.04096 0.000169 -0.000215 c5 D Only 0.04496 -0.000482 0.0 -0.04607 0.000482 -0.000809 c6 D Only 0.007985 0.000802 0.0 -0.009373 -0.000805 0.001680 c7 D Only 0.02719 -0.001027 0.0 -0.02886 0.001027 -0.002582 c8 D Only 0.02310 0.001388 0.0 -0.02477 -0.001388 0.003490 01 D Only 0.001388 0.03039 0.01718 -0.001388 0.02477 -0.003490 r1a D Only -0.003435 0.01620 0.0 0.006823 0.02482 -0.02136 ri b D Only 0.000631 0.02241 0.02288 0.002889 0.01977 -0.01616 r2a D Only 0.002130 0.02113 0.01751 0.001365 0.02080 -0.01667 r2b D Only 0.002332 0.020 0.01688 0.001114 0.02143 -0.02046 r3a D Only 0.003191 0.02444 0.02127 0.000230 0.01657 -0.001768 r3b D Only -0.000235 -0.007165 .0000880 -0.000487 -0.001493 -0.01460 c1 +D+L 0.4028 0.0 0.0 -0.4028 0.0 0.0 c2 +D+L 1.147 0.3865 0.0 -1.147 -0.3865 0.1616 c3 +D+L 1.064 0.04162 0.0 -1.064 -0.04162 0.03504 c4 +D+L 1.037 0.01893 0.0 -1.038 -0.01893 0.02391 c5 +D+L 1.144 0.000312 0.0 -1.145 -0.000312 0.000523 c6 +D+L 0.3763 0.02214 0.0 -0.3777 -0.02215 0.04628 c7 +D+L 0.7654 -0.01816 0.0 -0.7671 0.01816 -0.04567 c8 +D+L 0.5660 0.03417 0.0 -0.5677 -0.03417 0.08594 01 +D+L 0.03417 0.7074 0.4269 -0.03417 0.5677 -0.08594 r1 a +D+L -0.03376 0.3899 0.0 0.1187 0.6391 -0.6177 ri b +D+L -0.3122 0.5274 0.4562 0.4005 0.5308 -0.4648 r2a +D+L -0.2539 0.5247 0.4297 0.3416 0.5272 -0.4359 r2b +D+L -0.1714 0.5002 0.4120 0.2578 0.5392 -0.5095 r3a +D+L -0.06343 0.5938 0.5090 0.1493 0.4352 -0.1157 r3b +D+L -0.03954 -0.06525 0.06941 0.03882 0.05660 -0.3812 c1 +D+0.750L 0.3062 0.0 0.0 -0.3062 0.0 0.0 c2 +D+0.750L 0.8721 0.2890 0.0 -0.8724 -0.2890 0.1208 c3 +D+0.750L 0.8078 0.03081 0.0 -0.8084 -0.03081 0.02594 c4 +D+0.750L 0.7879 0.01415 0.0 -0.7887 -0.01416 0.01788 c5 +D+0.750L 0.8693 0.000113 0.0 -0.8704 -0.000113 0.000190 c6 +D+0.750L 0.2842 0.01681 0.0 -0.2856 -0.01681 0.03513 c7 +D+0.750L 0.5808 -0.01388 0.0 -0.5825 0.01388 -0.03490 c8 +D+0.750L 0.4303 0.02598 0.0 -0.4320 -0.02598 0.06533 01 +D+0.750L 0.02598 0.5382 0.3245 -0.02598 0.4320 -0.06533 r1 a +D+0.750L -0.02618 0.2965 0.0 0.09076 0.4856 -0.4686 ri b +D+0.750L -0.2340 0.4012 0.3478 0.3011 0.4030 -0.3526 r2a +D+0.750L -0.1899 0.3988 0.3267 0.2565 0.4006 -0.3311 r2b +D+0.750L -0.1280 0.3802 0.3132 0.1937 0.4097 -0.3872 r3a +D+0.750L -0.04678 0.4515 0.3870 0.1120 0.3305 -0.08721 r3b +D+0.750L -0.02972 -0.05073 0.05208 0.0290 0.04207 -0.2896 c1 +1.140D 0.01887 .0000010 0.0 -0.01888 .0000010 0.0 c2 +1.140D 0.05402 -0.004145 0.0 -0.05434 0.004145 -0.001733 c3 +1.140D 0.04630 -0.001827 0.0 -0.04694 0.001827 -0.001538 c4 +1.140D 0.04574 -0.000195 0.0 -0.04670 0.000192 -0.000245 c5 +1.140D 0.05125 -0.000550 0.0 -0.05252 0.000550 -0.000922 c6 +1.140D 0.009103 0.000915 0.0 -0.01069 -0.000918 0.001915 Page 13 of 56 BRIGGS ENGINEERING, INC 5999 W STATE ST 'A' GARDEN CITY, ID 83703 208.344.9700 dean@briggs-engineering.com 0 Project Title: WELCOME RAMP SYSTEMS RESUB Engineer: Dean Briggs Project ID: 202010.01.3 Jun 07 2021 Project Descr:STANDARD DECK, RAMP & STAIR DEVELOPMENT °R°CES CALCULATIONS DEPARTMENT Printed: 27 AUG 2020, 4:37PM 2-D Frame Software copyright ENERCALC, INC. 1983-2020, Build:12.20.5.31 i.ii. Member End Forces by Load Combination : Member Joint " I " End Forces Joint " J " End Forces Label Load Combination Axial Shear Moment Axial Shear Moment k 0.03099 k -0.001170 k-ft 0.0 k k k-ft c7 +1.140D -0.03290 0.001170 -0.002944 c8 +1.140D 0.02634 0.001582 0.0 -0.02824-0.001582 0.003979 01 +1.140D 0.001582 0.03464 0.01959 -0.001582 0.02824 -0.003979 r1 a +1.140D -0.003916 0.01847 0.0 0.007778 0.02829 -0.02435 ri b +1.140D 0.000720 0.02554 0.02608 0.003293 0.02254 -0.01842 r2a +1.140D 0.002429 0.02409 0.01996 0.001556 0.02371 -0.0190 r2b +1.140D 0.002658 0.02280 0.01924 0.001270 0.02443 -0.02333 r3a +1.140D 0.003637 0.02786 0.02425 0.000262 0.01889 -0.002015 r3b +1.140D -0.000268 -0.008168 0.00010 -0.000555-0.001702 -0.01665 c1 +1.105D+0.750L 0.3079 .0000010 0.0 -0.3080 .0000010 0.0 c2 +1.105D+0.750L 0.8771 0.2886 0.0 -0.8774 -0.2886 0.1206 c3 +1.105D+0.750L 0.8121 0.03064 0.0 -0.8127 -0.03064 0.02580 c4 +1.105D+0.750L 0.7921 0.01413 0.0 -0.7931 -0.01414 0.01785 c5 +1.105D+0.750L 0.8740 .0000620 0.0 -0.8753-.0000620 0.000105 c6 +1.105D+0.750L 0.2851 0.01689 0.0 -0.2866 -0.01690 0.03531 c7 +1.105D+0.750L 0.5837 -0.01399 0.0 -0.5855 0.01399 -0.03517 c8 +1.105D+0.750L 0.4327 0.02612 0.0 -0.4346 -0.02612 0.06570 01 +1.105D+0.750L 0.02612 0.5414 0.3263 -0.02612 0.4346 -0.06570 r1 a +1.105D+0.750L -0.02654 0.2982 0.0 0.09148 0.4882 -0.4709 ri b +1.105D+0.750L -0.2339 0.4035 0.3502 0.3014 0.4051 -0.3543 r2a +1.105D+0.750L -0.1897 0.4011 0.3285 0.2567 0.4028 -0.3329 r2b +1.105D+0.750L -0.1277 0.3823 0.3150 0.1938 0.4120 -0.3894 r3a +1.105D+0.750L -0.04644 0.4541 0.3893 0.1120 0.3323 -0.08740 r3b +1.105D+0.750L -0.02974 -0.05148 0.05209 0.02894 0.04192 -0.2911 c1 +0.60D 0.009931 0.0 0.0 -0.009935 0.0 0.0 c2 +0.60D 0.02843 -0.002181 0.0 -0.02860 0.002182 -0.000912 c3 +0.60D 0.02437 -0.000961 0.0 -0.02470 0.000961 -0.000810 c4 +0.60D 0.02408 -0.000103 0.0 -0.02458 0.000101 -0.000129 c5 +0.60D 0.02697 -0.000289 0.0 -0.02764 0.000289 -0.000485 c6 +0.60D 0.004791 0.000481 0.0 -0.005624-0.000483 0.001008 c7 +0.60D 0.01631 -0.000616 0.0 -0.01731 0.000616 -0.001549 c8 +0.60D 0.01386 0.000833 0.0 -0.01486-0.000833 0.002094 01 +0.60D 0.000833 0.01823 0.01031 -0.000833 0.01486 -0.002094 r1 a +0.60D -0.002061 0.009719 0.0 0.004094 0.01489 -0.01282 ri b +0.60D 0.000379 0.01344 0.01373 0.001733 0.01186 -0.009694 r2a +0.60D 0.001278 0.01268 0.01050 0.000819 0.01248 -0.010 r2b +0.60D 0.001399 0.0120 0.01013 0.000668 0.01286 -0.01228 r3a +0.60D 0.001914 0.01467 0.01276 0.000138 0.009944 -0.001061 r3b +0.60D -0.000141 -0.004299 .0000530 -0.000292-0.000896 -0.008761 c1 +0.460D 0.007614 0.0 0.0 -0.007617 0.0 0.0 c2 +0.460D 0.02180 -0.001672 0.0 -0.02193 0.001673 -0.000699 c3 +0.460D 0.01868 -0.000737 0.0 -0.01894 0.000737 -0.000621 c4 +0.460D 0.01846 -.0000790 0.0 -0.01884 .0000780 -.0000990 c5 +0.460D 0.02068 -0.000222 0.0 -0.02119 0.000222 -0.000372 c6 +0.460D 0.003673 0.000369 0.0 -0.004312-0.000370 0.000773 c7 +0.460D 0.01251 -0.000472 0.0 -0.01327 0.000472 -0.001188 c8 +0.460D 0.01063 0.000638 0.0 -0.01140-0.000638 0.001605 01 +0.460D 0.000638 0.01398 0.007905 -0.000638 0.01140 -0.001605 r1 a +0.460D -0.001580 0.007451 0.0 0.003138 0.01142 -0.009825 ri b +0.460D 0.000290 0.01031 0.01052 0.001329 0.009094 -0.007432 r2a +0.460D 0.000980 0.009719 0.008052 0.000628 0.009567 -0.007667 r2b +0.460D 0.001073 0.00920 0.007765 0.000512 0.009858 -0.009412 r3a +0.460D 0.001468 0.01124 0.009785 0.000106 0.007623 -0.000813 r3b +0.460D -0.000108 -0.003296 .000040 -0.000224-0.000687 -0.006717 Extreme Member Forces Only Load Combinations giving maximum values are listed Mmbr Label Axial Dist from "I" Joint Moment Dist from "I" Joint Shear Dist from "I" Joint C 1 -0.007614 k 0.0 ft 0.0 k-ft 0.0 ft 0.0 k 0.0 ft Max +0.460D C 1 0.4028 k 0.01044 ft 0.0 k-ft 0.0 ft 0.0 k 0.0 ft Min +D+L Page 14 of 56 BRIGGS ENGINEERING, INC Project Title: WELCOME RAMP SYSTEMS RESUB 5999 W STATE ST 'A' Engineer: Dean Briggs Project ID: 202010.01.3 Jun 07 2021 GARDEN CITY, ID 83703 Project Descr:STANDARD DECK, RAMP &STAIR DE EI OPOFEDMONDS MENT SERVICES 208.344.9700 dean@briggs-engineering.com CALCULATIONS DEPARTMENT 0 Printed: 27 AUG 2020, 4:37PM 2-D Frame Software corwriaht ENERCALC, INC. 1983-2020, Build:12.20.5.31 Extreme Member Forces Only Load Combinations giving maximum values are listed Mmbr Label Axial Dist from "I" Joint Moment Dist from "I" Joint Shear Dist from "I" Joint C2 -0.02180 k 0.0 ft 0.001733 k-ft 0.4180 ft 0.3865 k 0.0 ft Max +0.460D +1.14oD +D+L C2 1.147 k 0.4180 ft 0.1616 k-ft 0.4180 ft -0.004145 k 0.4180 ft Min +D+L +D+L +1.140D C3 0.01868 k 0.0 ft 0.001538 k-ft 0.8420 ft 0.04162 k 0.0 ft Max +0.460D +1.140D +D+L C3 1.064 k 0.8420 ft 0.03504 k-ft 0.8420 ft -0.001827 k 0.0 ft Min +D+L +D+L +1.140D C4 0.01846 k 0.0 ft 0.000245 k-ft 1.263 ft 0.01893 k 1.263 ft Max +0.460D +1.140D +D+L C4 1.038 k 1.263 ft 0.02391 k-ft 1.263 ft 0.000195 k 0.0 ft Min +D+L +D+L +1.140D C5 0.02068 k 0.0 ft 0.000922 k-ft 1.678 ft 0.000312 k 0.0 ft Max +0.460D +1.140D +D+L C5 1.145 k 1.678 ft 0.000523 k-ft 1.678 ft 0.000550 k 0.0 ft Min +D+L +D+L +1.140D C6 0.003673 k 0.0 ft 0.000103 k-ft 0.1280 ft 0.02215 k 2.090 ft Max +0.460D D Only +D+L C6 0.3777 k 2.090 ft 0.04628 k-ft 2.090 ft 0.000369 k 0.0 ft Min +D+L +D+L +0.460D C7 0.01251 k 0.0 ft 0.04567 k-ft 2.515 ft 0.000472 k 0.0 ft Max +0.460D +D+L +0.460D C7 0.7671 k 2.515 ft 0.000105 k-ft 0.1027 ft 0.01816 k 0.0 ft Min +D+L D Only +D+L C8 0.01063 k 0.0 ft 0.000128 k-ft 0.1540 ft 0.03417 k 0.0 ft Max +0.460D +0.60D +D+L C8 0.5677 k 2.515 ft 0.08594 k-ft 2.515 ft 0.000638 k 0.0 ft Min +D+L +D+L +0.460D P 1 0.000638 k 0.0 ft 0.4269 k-ft 0.0 ft 0.7074 k 0.0 ft Max +0.460D +D+L +D+L P 1 0.03417 k 0.0 ft 0.5307 k-ft 2.689 ft 0.5677 k 4.880 ft Min +D+L +D+L +D+L R 1 A 0.1 187k 4.957 ft 0.6177 k-ft 4.957 ft 0.3899 k 0.0 ft Max +D+L +D+L +D+L R 1 A 0.001580 k 0.0 ft 0.3659 k-ft 1.922 ft 0.6391 k 4.957 ft Min +0.460D +D+L +D+L R 1 B 0.4005 k 5.098 ft 0.4648 k-ft 5.098 ft 0.5274 k 0.0 ft Max +D+L +D+L +D+L R 1 B 0.000720 k 0.0 ft 0.2136 k-ft 2.497 ft 0.5308 k 5.098 ft Min + 1.140D +D+L +D+L R2A 0.3416 k 5.068 ft 0.4359 k-ft 5.068 ft 0.5247 k 0.0 ft Max +D+L +D+L +D+L R2A 0.002429 k 0.0 ft 0.2333 k-ft 2.482 ft 0.5272 k 5.068 ft Min + 1.140D +D+L +D+L R213 0.2578 k 5.007 ft 0.5095 k-ft 5.007 ft 0.5002 k 0.0 ft Max +D+L +D+L +D+L R213 0.002658 k 0.0 ft 0.1906 k-ft 2.453 ft 0.5392 k 5.007 ft Min + 1.140D +D+L +D+L R3A 0.1 493k 4.957 ft 0.5090 k-ft 0.0 ft 0.5938 k 0.0 ft Max +D+L +D+L +D+L R3A 0.003637 k 0.0 ft 0.3404 k-ft 2.833 ft 0.4352 k 4.957 ft Min + 1.140D +D+L +D+L R313 0.03954 k 0.0 ft 0.3812 k-ft 5.118 ft 0.001702 k 5.118 ft Max +D+L +D+L + 1.140D R3B 0.000555 k 5.118 ft 0.00010 k-ft 0.0 ft 0.06525 k 0.0 ft Min +1.140D +1.140D +D+L Page 15 of 56 BRIGGS ENGINEERING, INC 5999 W STATE ST 'A' GARDEN CITY, ID 83703 208.344.9700 dean@briggs-engineering.com 0 2-D Frame Project Title: WELCOME RAMP SYSTEMS RESUB Engineer: Dean Briggs Project ID: 202010.01.3 Jun 07 2021 Project Descr:STANDARD DECK, RAMP & STAIR OFEDMONDS DE EI OPMENT SERVICES CALCULATIONS DEPARTMENT Printed: 27 AUG 2020, 4:37PM Software coovdaht ENERCALC, INC. 1983-2020, Build:12.20.5.31 14 k. '-0Rk czar>oa¢Nr gartwu 0 f@ lA ICE MD iL A L6 f&CO UH V LFO C54 H 12 mi-INI LF;O.% \111 / \, i \L3 i \l5 Page 16 of 56 BRIGGS ENGINEERING, INC 5999 W STATE ST 'A' GARDEN CITY, ID 83703 208.344.9700 dean@briggs-engineering.com 0 Project Title: WELCOME RAMP SYSTEMS RESUB Engineer: Dean Briggs Project ID: 202010.01.3 Jun 07 2021 Project Descr: STANDARD DECK, RAMP & STAIR OFEDMONDS DE EI OPMENT SERVICES CALCULATIONS DEPARTMENT Printed: 27 AUG 2020, 1:46PM General Section Property Calculator Software copyright ENERCALC, INC. 1983-2020, Build:12.20.5.31 ,.,,. DESCRIPTIO Ramp -Side Rail Final Section Properties Total Area 1.438 inA2 Ixx 2.139 inA4 Sxx : - Y 1.421 inA3 lyy 0.4212 inA4 Sxx : +Y 0.8576 inA3 Calculated final C.G. distance from Datum X cg Dist. 0.4293 in Zxx 1.520 inA3 Syy : - X 0.9810 inA3 Syy : +X 0.2682 in A 3 Y cg Dist. 1.505 in Zyy 0.4880 inA3 Edge Distances from CG.: r xx 1.220 in +X 1.571 in +Y 2.495 in r yy 0.5413 in -X-0.4293 in -Y in Rotation of All Components @ , 0.00 deg CCW Rectangular & Circular Shapes Rectangular Shape : 1 Height = 4.000 in Width = 0.250 in Rotation = 0 deg CCW Area = 1.000 inA2 Xcg = 0.125 in Ycg = 2.000 in Page 17 of 56 BRIGGS ENGINEERING, INC 5999 W STATE ST 'A' GARDEN CITY, ID 83703 208.344.9700 dean@briggs-engineering.com 0 Project Title: WELCOME RAMP SYSTEMS RESUB Engineer: Dean Briggs Project ID: 202010.01.3 Jun 07 2021 Project Descr:STANDARD DECK, RAMP & STAIR DEVELOPMENT °R°CES CALCULATIONS DEPARTMENT Printed: 27 AUG 2020, 1:46PM General Section Property Calculator Software copyright ENERCALC, INC. 1983-2020, Build:12.20.5.31 ,.,,. DESCRIPTIO Ramp -Side Rail _ Rectangular Shape : 2 Height = 0.250 in Width = 1.750 in Area = 0.438 inA2 Xcg = 1.125 in Ycg = 0.375 in Rotation = 0 deg CCW Page 18 of 56 RESUB Jun 07 2021 CIN OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT WELCOME RAMP, INC. STRUCTURAL ANALYSIS Adjustable Leg Design WELCOME RAMP CALCS-IBC Page 19 of 56 BRIGGS ENGINEERING, INC 5999 W STATE ST 'A' GARDEN CITY, ID 83703 208.344.9700 dean@briggs-engineering.com 0 Project Title: ACCESS DECK, RAMPS & STAIRS - VFZLZSM Engineer: Dean Briggs Jun 07 2021 Project ID: 202010.01.3 Project Descr:Standard Deck, Ramp & Stair Design CITY Or EDMONDS DEVELOPMENT SERVICES DEPARTMENT Printed: 27 AUG 2020, 2:01 PM General Section Property Calculator Software copyright ENERCALC, INC. 1983-2020, Build:12.20.5.31 ,.,,. DESCRIPTIO HSS 1.5x1.5x1/8 Final Section Properties Total Area 0.6875 in"2 Ixx 0.2184 in"4 Sxx : - Y 0.2912 in"3 lyy 0.2184 in"4 Sxx : +Y 0.2912 in"3 Calculated final C.G. distance from Datum X cg Dist. 0.750 in Zxx 0.3555 in"3 Syy : - X 0.2912 in"3 Syy : +X 0.2912 in 3 Y cg Dist. 0.750 in Zyy 0.3555 in"3 Edge Distances from CG.: r xx 0.5636 in +X 0.750 in +Y 0.750 in r yy 0.5636 in -X -0.750 in -Y in Rotation of All Components @ , 0.00 deg CCW CG C� x General Shapes _ Tube : #1 Xcg = 0.750 in Total Height = 1.500in Total Width = Right Thickness = 0.125in Bottom Thickness = Ycg = 0.750 in Rotation = 0 deg CCW 1.500in Left Thickness = 0.125in 0.125in Top Thickness = 0.125in Page 20 of 56 BRIGGS ENGINEERING, INC 5999 W STATE ST 'A' GARDEN CITY, ID 83703 208.344.9700 dean@briggs-engineering.com 0 Project Title: ACCESS DECK, RAMPS & STAIRS - VFZLZSM Engineer: Dean Briggs Jun 07 2021 Project ID: 202010.01.3 Project Descr:Standard Deck, Ramp & Stair Design CITY Or EDMONDS DEVELOPMENT SERVICES DEPARTMENT Printed: 27 AUG 2020, 2:01 PM Steel Column Software copyright ENERCALC, INC. 1983-2020, Build:12.20.5.31 DESCRIPTIO Std Leg - 1.5x1.5x0.125 Code References Calculations per AISC 360-16, IBC 2018, CBC 2019, ASCE 7-16 Load Combinations Used : IBC 2015 General Information Steel Section Name : HSSQ_1.5x1.5x0.125 Analysis Method : Allowable Strength Steel Stress Grade Fy : Steel Yield 35.0 ksi E : Elastic Bending Modulus 10,000.0 ksi Overall Column Height 5.50 ft Top & Bottom Fixity Top & Bottom Pinned Brace condition for deflection (buckling) along columns X-X (width) axis : Unbraced Length for buckling ABOUT Y-Y Axis = 5.50 ft, K = 1.0 Y-Y (depth) axis : Unbraced Length for buckling ABOUT X-X Axis = 5.50 ft, K = 1.0 Applied Loads Service loads entered. Load Factors will be applied for calculations. Column self weight included : 4.538 Ibs ' Dead Load Factor AXIAL LOADS ... Platform: Axial Load at 5.50 ft, Xecc = 1.0 in, Yecc = 1.0 in, D = 0.1250, L = 1.250, S = 0.50, E = 0.01250 k DESIGN SUMMARY Bending & Shear Check Results PASS Max. Axial+Bending Stress Ratio = 0.9117 : 1 Load Combination +1.105D+0.750L+0.750S+0.6825E Location of max.above base 5.50 ft At maximum location values are ... Pa: Axial 1.464 k Pn / Omega: Allowable 2.598 k Ma-x : Applied -0.1216 k-ft Mn-x / Omega: Allowable 0.6209 k-ft Ma-y : Applied -0.1216 k-ft Mn-y / Omega: Allowable 0.6209 k-ft PASS Maximum Shear Stress Ratil 0.006251 : 1 Load Combination +1.105D+0.750L+0.750S+0.6825E Location of max.above base 0.0 ft At maximum location values are ... Va : Applied 0.02211 k Vn / Omega: Allowable 3.537 k Load Combination Results Maximum Axial + Bending Stress Ratios Load Combination Stress RatioStatus Location Maximum Reactions Load Combination Extreme Reactions Maximum Load Reactions . . Top along X-X k Bottom along X-X k Top along Y-Y k Bottom along Y-Y k Maximum Load Deflections ... Along Y-Y in at ft above base for load combination : Along X-X in at ft above base for load combination : Maximum Shear Ratios Cbx Cby <xLx/Rx <yLy/Ry Stress RatioStatus Location Axial Reaction X-X Axis Reaction k Y-Y Axis Reaction @ Base @ Base @ Top @ Base @ Top Note: Only non -zero reactions are listed. Mx - End Moments k-ft My - End Moments @ Base @ Top @ Base @ Top Axial Reaction X-X Axis Reaction k Y-Y Axis Reaction Mx - End Moments k-ft My - End Moments Item Extreme Value @ Base @ Base @ Top @ Base @ Top @ Base @ Top @ Base @ Top Maximum Deflections for Load Combinations Load Combination Max. X-X Deflection Steel Section Properties : HSSQ_1.5x1.5x0.125 Distance Max. Y-Y Deflection Distance Page 21 of 56 BRIGGS ENGINEERING, INC 5999 W STATE ST 'A' GARDEN CITY, ID 83703 208.344.9700 dean@briggs-engineering.com 0 Project Title: ACCESS DECK, RAMPS & STAIRS - VFZLZSM Engineer: Dean Briggs Jun 07 2021 Project ID: 202010.01.3 Project Descr:Standard Deck, Ramp & Stair Design CITY OFEDMONDS DEVELOPMENT SERVICES DEPARTMENT Printed: 27 AUG 2020, 2:01 PM Steel Column Software copyright ENERCALC, INC. 1983-2020, Build:12.20.5.31 ,.,,. DESCRIPTIO Std Leg - 1.5x1.5x0.125 Steel Section Properties : HSSQ_1.5x1.5x0.125 Depth = 1.500 in I xx = 0.22 inA4 J = 0.341 inA4 Design Thick = 0.125 in S xx = 0.29 inA3 Width = 1.500 in R xx = 0.564 in Wall Thick = 0.134 in Zx = 0.356 inA3 Area = 0.688 inA2 1 yy = 0.218 inA4 C = 0.998 inA3 Weight = 0.825 plf S yy = 0.291 inA3 R yy = 0.564 in Ycg = 0.000 in Sketches C 0 LO 1 . Din Load 1 4, Page 22 of 56 RESUB Jun 07 2021 CIN OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT WELCOME RAMP, INC. STRUCTURAL ANALYSIS Planks & Treads WELCOME RAMP CALCS-IBC Page 23 of 56 BRIGGS ENGINEERING, INC 5999 W STATE ST 'A' GARDEN CITY, ID 83703 208.344.9700 dean@briggs-engineering.com 0 Project Title: ACCESS DECK, RAMPS & STAIRS - VFZLZSM Engineer: Dean Briggs Jun 07 2021 Project ID: 202010.01.3 Project Descr:Standard Deck, Ramp & Stair Design CITY Or EDMONDS DEVELOPMENT SERVICES DEPARTMENT Printed: 27 AUG 2020, 2:01 PM Steel Beam Software copyright ENERCALC, INC. 1983-2020, Build:12.20.5.31 ,.,,. DESCRIPTIO 51" Tread Design - Unif CODE REFERENCES Calculations per AISC 360-16, IBC 2018, CBC 2019, ASCE 7-16 Load Combination Set : 2009 IBC & ASCE 7-05 Material Properties Analysis Metho(Allowable Strength Design Fy : Steel Yield 50.0 ksi Beam Bracing Completely Unbraced E: Modulus : 29,000.0 ksi Bending Axis : Major Axis Bending Vertical Leg Up LL 2-1/2X2X5/16X318 LLBB Span = 4.250 ft )plied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loading Uniform Load : L = 0.10 k/ft, Tributary Width = 1.0 ft, (Unif Load) DESIGN SUMMARY Maximum Bending Stress Ratio = 0.071 :1 Maximum Shear Stress Ratio = 0.008 : 1 Section used for this span LL 2-1 /2X2X5/16X3/8 Section used for this span LL 2-1 /2X2X5/16X3/8 Ma: Applied 0.246 k-ft Va : Applied 0.2316 k Mn / Omega: Allowable 3.484 k-ft Vn/Omega : Allowable 28.069 k Load Combination +D+L Load Combination +D+L Location of maximum on span 2.118ft Location of maximum on span 4.250 ft Span # where maximum occurs Span # 1 Span # where maximum occurs Span # 1 Maximum Deflection Max Downward Transient Deflection 0.016 in Ratio = 3,166>=360 Max Upward Transient Deflection 0.000 in Ratio = 0 <360 Max Downward Total Deflection 0.018 in Ratio = 2906 >=180 Max Upward Total Deflection 0.000 in Ratio = 0 <180 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span # M V Mmax + Mmax - Ma Max Mnx Mnx/Omega Cb Rm Va Max VnxVnx/Omega D Only Dsgn. L = 4.25 ft 1 0.006 0.001 0.02 0.02 5.82 3.48 1.14 1.00 0.02 46.88 28.07 +D+L Dsgn. L = 4.25 ft 1 0.071 0.008 0.25 0.25 5.82 3.48 1.14 1.00 0.23 46.88 28.07 +D+0.750L Dsgn. L = 4.25 ft 1 0.054 0.006 0.19 0.19 5.82 3.48 1.14 1.00 0.18 46.88 28.07 +0.60D Dsgn. L = 4.25 ft 1 0.003 0.000 0.01 0.01 5.82 3.48 1.14 1.00 0.01 46.88 28.07 Overall Maximum Deflections Load Combination Span Max. "-" Defl Location in Span Load Combination Max. "+" Defl Location in Span +D+L 1 0.0176 2.132 0.0000 0.000 Vertical Reactions Support notation : Far left is # Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 0.232 0.232 Overall MINimum 0.011 0.011 D Only 0.019 0.019 +D+L 0.232 0.232 +D+0.750L 0.178 0.178 Page 24 of 56 +0.60D 0.011 0.011 L Only 0.213 0.213 BRIGGS ENGINEERING, INC 5999 W STATE ST 'A' GARDEN CITY, ID 83703 208.344.9700 dean@briggs-engineering.com 0 Project Title: ACCESS DECK, RAMPS & STAIRS - VPrESM Engineer: Dean Briggs Jun 07 2021 Project ID: 202010.01.3 Project Descr:Standard Deck, Ramp & Stair Design CITY Or EDMONDS DEVELOPMENT SERVICES DEPARTMENT Printed: 27 AUG 2020, 2:01 PM Steel Beam Software copyright ENERCALC, INC. 1983-2020, Build:12.20.5.31 ,.,,. DESCRIPTIO 51" Tread Design - Conc CODE REFERENCES Calculations per AISC 360-16, IBC 2018, CBC 2019, ASCE 7-16 Load Combination Set : 2009 IBC & ASCE 7-05 Material Properties Analysis Metho(Allowable Strength Design Fy : Steel Yield 31.0 ksi Beam Bracing Beam is Fully Braced against lateral -torsional buckling E: Modulus : 10,000.0 ksi Bending Axis : Major Axis Bending Vertical Leg Up L(0.3) 1 1 LL 2-1/2X2X5/16X3/6 LL69 Span = 4.250 ft )plied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loading Load(s) for Span Number 1 Point Load : L = 0.30 k @ 2.0 ft DESIGN SUMMARY Maximum Bending Stress Ratio = 0.156 : 1 Maximum Shear Stress Ratio = 0.010 : 1 Section used for this span LL 2-1 /2X2X5/16X3/8 Section used for this span LL 2-1 /2X2X5/16X3/8 Ma: Applied 0.337 k-ft Va : Applied 0.1779 k Mn / Omega: Allowable 2.160 k-ft Vn/Omega : Allowable 17.403 k Load Combination +D+L Load Combination +D+L Location of maximum on span 2.004ft Location of maximum on span 0.000 ft Span # where maximum occurs Span # 1 Span # where maximum occurs Span # 1 Maximum Deflection Max Downward Transient Deflection 0.052 in Ratio = 971 >=360 Max Upward Transient Deflection 0.000 in Ratio = 0 <360 Max Downward Total Deflection 0.057 in Ratio = 900 >=180 Max Upward Total Deflection 0.000 in Ratio = 0 <180 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Summary of Moment Values Segment Length Span # M V Mmax + Mmax - Ma Max Mnx Mnx/Omega Cb Rm Summary of Shear Values Va Max VnxVnx/Omega D Only Dsgn. L = 4.25 ft 1 0.009 0.001 0.02 0.02 3.61 2.16 1.00 1.00 0.02 29.06 17.40 +D+L Dsgn. L = 4.25 ft 1 0.156 0.010 0.34 0.34 3.61 2.16 1.00 1.00 0.18 29.06 17.40 +D+0.750L Dsgn. L = 4.25 ft 1 0.119 0.008 0.26 0.26 3.61 2.16 1.00 1.00 0.14 29.06 17.40 +0.60D Dsgn. L = 4.25 ft 1 0.006 0.001 0.01 0.01 3.61 2.16 1.00 1.00 0.01 29.06 17.40 Overall Maximum Deflections Load Combination Span Max. "-" Defl Location in Span Load Combination Max. "+" Defl Location in Span +D+L 1 0.0567 2.089 0.0000 0.000 Vertical Reactions Support notation : Far left is # Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 0.178 0.160 Overall MINimum 0.011 0.011 D Only 0.019 0.019 +D+L 0.178 0.160 +D+0.750L 0.138 0.125 +0.60D 0.011 0.011 L Only 0.159 0.141 Page 25 of 56 BRIGGS ENGINEERING, INC 5999 W STATE ST 'A' GARDEN CITY, ID 83703 208.344.9700 dean@briggs-engineering.com 0 Project Title: ACCESS DECK, RAMPS & STAIRS - VFZLZSM Engineer: Dean Briggs Jun 07 2021 Project ID: 202010.01.3 Project Descr:Standard Deck, Ramp & Stair Design CITY Or EDMONDS DEVELOPMENT SERVICES DEPARTMENT Printed: 27 AUG 2020, 2:01 PM General Section Property Calculator Software copyright ENERCALC, INC. 1983-2020, Build:12.20.5.31 ,.,,. DESCRIPTIO Tread Al. Section Final Section Properties Total Area 2.196 inA2 Ixx 0.6084 inA4 Sxx : - Y 0.5195 inA3 lyy 36.423 inA4 Sxx : +Y 1.552 inA3 Calculated final C.G. distance from Datum X cg Dist. 0.0 in Zxx 0.7614 inA3 Syy : - X 5.885 inA3 Syy : +X 5.875 in A 3 Y cg Dist. 0.5999 in Zyy 7.525 inA3 Edge Distances from CG.: r xx 0.5264 in +X 6.20 in +Y 0.3920 in r yy 4.073 in -X -6.190 in -Y in Rotation of All Components @ , 0.00 deg CCW n CIS X General Shapes L:#1 Width = Horiz. Section Heig NOW I : #2 Top Flange Width = Bottom Flange Wid Xcg = -5.941 in 1.000in Height = 0.118in Xcg = 0.000 in 12.000in Top Flange Thick = 0.500in Bottom Flanae Thil Ycg = 0.000 in Rotation = 0 deg CCW 1.445in Vert. Section Width 0.118in Ycg = 0.800 in Rotation = 0 deg CCW 0.118in Web Thickness = 0.118in 0.157in Top Height = 1.563in Page 26 of 56 BRIGGS ENGINEERING, INC 5999 W STATE ST 'A' GARDEN CITY, ID 83703 208.344.9700 dean@briggs-engineering.com 0 Project Title: ACCESS DECK, RAMPS & STAIRS - VRECSM Engineer: Dean Briggs Jun 07 2021 Project ID: 202010.01.3 Project Descr: Standard Deck, Ramp & Stair Design CITY OFEDMONDS DEVELOPMENT SERVICES DEPARTMENT Printed: 27 AUG 2020, 2:01 PM General Section Property Calculator Software copyright ENERCALC, INC. 1983-2020, Build:12.20.5.31 DESCRIPTIO Tread Al. Section L : #3 Xcg = 5.941 in Ycg = 0.000 in Rotation = 90 deg CCW Width = 1.445in Height = 1.000in Vert. Section Width 0.118in Horiz. Section Heig 0.118in Page 27 of 56 TRACTION TRI`Aa LOAD TABLES Plank pescciptlorr Pla6u Tradion Tread Width. 1? Guage. 13 GA 7' Ch2�flBf H1r1Qht Se, 4.27 ln'3 MMBX: 5335 bin r—hsnnklHa= 2'-4 3'-0 U ff(0)t4 395 I A29 CD J_1}2" hannell iO4M 2A 3'•a t—a ass 13 0,07 9-i57 c 573 362 a um 0.125 �_ArJ Kif-J Lm 1 112" QuEafE tiew se, 0.174 in" 3 mrax: 3438 4b-k1 4!-0 3'-4 222 i42 5,229 1 0-35, 257 W-0 T'A F-0 9'-0 !t5 73 1 56 44 3s G`.51A {}_7 0.915 1,15E K,4T9 298 254 222 15Ei 178 Q.412 []_* 4.732 0,9�$ 1.143 61-4 7--3 a'-0 91-0 64 47 2a 23 q.627 4.a5b1 J36 1.41 i 1.742 191 1U 127 115 n.saa 0.683 1.129 1.39e Notes, U - UnJ ofm Loed, psf C = Gatl ntr isdl Load, psf p = Denecilon, in. 0 1.) Alkmable Joadsare based on the fated edlWn of AISI, IM Ediilonwf 12;11109 Addendun, 2.) This table is $ Ihemlical �alcul0nn Of tw ;A kmable Toads and deflections lor'hs specifod spans. Thera are na lesl resul`s w verity Lhe aeluraI load carrying capobll�lies. This table should bo used as a refererco only. 3.) Loads and deqactior.s ye based pr slide chenrW Mecti3n a*, and Goes not accaint for strut 1r2ding of the gating surface. 0 /mom AzDSO C)�// m V N C O Q T mN TRA1;710N TR1tAD LOAM TAB LE5 'rrk pzak 7Bsuipkkn Rank- Trackn =read width: 12M C;uage: 11 GA Z-Qhant114f 0Igh! 1 ifi' CharrnaLFJ�J h! 5,.; 0.541 in"3 0.531 Mmax: 10690 lb-h Flmax: 6541 ab•in 3" Channelt Wxt 2'-0 314 4 5'-0 6' A'71-4 �' $'-0 U i792 792 445 255 198 145 iii 88 71 0.02a 0-U64 13 Q.177 0.254 0.3.46 0A5� 0.572 0.706 � (` 17g2 1108 894 M 59d i09 4t5 396 356 p,d23 4-051 ,0.99 0.141 J 0.243 4-277 0-362 4.d5$ Q.565 ��=Ghartreal }i9LQht 2'-0 T-u -V-D 5'-0 V-D 9'-0 "-0 W-0 1014 Lt low 4B4j 7131 S74 121 8 F $$ 54 4+1 p 0U35 0.079 0.141 0 19 Q, i5 0.429 0.561 01.71 0-976 1090 727 5451 4 a6l 3531 Jill T3 242 218 D 0028 4,d63 4-412 p.175 0,252 MA3 0-449 M. 0.701 t+lOCeS' U - uniform Load, psf C = Ccrmen rated Lak. psF D = m iedbn, in. 1.) AlIjewable loads are too on the talest editian of Ai91. 19afi Ediiian wo 12P11M9 Addendum, o 2 ) TMN fable is a IhmOr911C8I Caledallon 4f 1he el!-Dwableload 5 aniJ dOeOon3 V TM9 specified spans. There are west re9ulls CD to va0y actural k}ad Carrying eape4Ultes- This taste 9t�DuId be used as a reference MY. 0 3,}Lows and def9aclions ere �[esed orl silo changef dOectior. onlyr and dCOS Act DUO U 11 for strut leading of tl1e graMO 5v*6. RESUB Jun 07 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT WELCOME RAMP, INC. STRUCTURAL ANALYSIS STAIRS, HANDRAIL, GUARDRAIL WELCOME RAMP CALCS-IBC Page 30 of 56 BRIGGS ENGINEERING, INC Project Title: ACCESS DECK, RAMPS & STAIRS - VRLZSM 5999 W STATE ST'A' Engineer: Dean Briggs GARDEN CITY, ID 83703 Project ID: 202010.01.3 Jun 07 2021 208.344.9700 Project Descr:Standard Deck, Ramp & Stair Design CITY OFEDMONDS DEVELOPMENT SERVICES DEPARTMENT dean@briggs-engineering.com 0 Printed: 27 AUG 2020, 2:01 PM Multiple Simple Beam Software corwriaht ENERCALC, INC. 1983-2020, Build:12.20.5.31 Description : Std Stair Stringers Steel Beam Design : 4' Clr 30" Rise - 5 Risers - 4 Steps - AL 6065-T6 Calculations per AISC 360-16, IBC 2018, CBC 2019, ASCE 7-16 STEEL Section : HSSRECT SS 0.25x8, Defined Brace Spacing, 1st at ft and spaces Using Allowable Strength Design with IBC 2018 Load Combinations, Major Axis Bending Fy = 35.0 ksi E = 9,900.0 ksi Applied Loads Beam self weight calculated and added to loads Unif Load: D = 0.00240, L = 0.10 k/ft, Trib= 2.0 ft Design Summary Max fb/Fb Ratio = 0.200 : 1 Mu : Applied 0.414 k-ft at 2.000 ft in Span # 1 Mn / Omega: Allow 2.075 k-ft Load Comb: +D+L+H Max fv/FvRatio = 0.484 : 1 Vu : Applied 0.4143 k at 0.000 ft in Span # 1 Vn / Omega: Allow 0.8552 k Load Comb: +D+L+H t,o4rnaaa t_r� �01- AL ion Max Reactions (k) D L Lr S w E H Max Deflections Left Support 0.01 0.40 Transient Downward 0.011 in Total Downward 0.011 in Right Support 0.01 0.40 Ratio 4376 4225 LC: L Only LC: +D+L+H Transient Upward 0.000 in Total Upward 0.000 in Ratio 9999 Ratio 9999 LC: LC: Steel Beam Design : 4' Clr 36" Rise - 6 Risers - 5 Steps - AL 6065-T6 Calculations per AISC 360-16, IBC 2018, CBC 2019, ASCE 7-16 STEEL Section : HSSRECT SS 0.25x8, Defined Brace Spacing, 1 st at ft and spaces Using Allowable Strength Design with IBC 2018 Load Combinations, Major Axis Bending Fy = 35.0 ksi E = 9,900.0 ksi Applied Loads Beam self weight calculated and added to loads Unif Load: D = 0.00240, L = 0.10 k/ft, Trib= 2.0 ft Design Summary a Max fb/Fb Ratio = 0.312 : 1 Mu : Applied 0.647 k-ft at 2.500 ft in Span # 1 Mn / Omega: Allow 2.075 k-ft Load Comb: +D+L+H Max fv/FvRatio = 0.606 : 1 Vu : Applied 0.5179 k at 0.000 ft in Span # 1 Vn / Omega: Allow 0.8552 k Load Comb: +D+L+H M R t' k D L I S W E x eac ions Left Support 0.02 0.50 Transient Downward 0.027 in Total Downward 0.028 in Right Support 0.02 0.50 Ratio 2240 2163 LC: L Only Transient Upward 0.000 in Ratio 9999 LC: LC:+D+L+H Total Upward 0.000 in Ratio 9999 LC: Page 31 of 56 BRIGGS ENGINEERING, INC 5999 W STATE ST 'A' GARDEN CITY, ID 83703 208.344.9700 dean@briggs-engineering.com 0 Project Title: ACCESS DECK, RAMPS & STAIRS - VPrESM Engineer: Dean Briggs Jun 07 2021 Project ID: 202010.01.3 Project Descr:Standard Deck, Ramp & Stair Design CITY Or EDMONDS DEVELOPMENT SERVICES DEPARTMENT Printed: 27 AUG 2020, 2:01 PM Multiple Simple Beam Software copyright ENERCALC, INC. 1983-2020, Build:12.20.5.31 Steel Beam Design : 4' Clr 42" Rise - 7 Risers - 6 Steps - AL 6065-T6 Calculations per AISC 360-16, IBC 2018, CBC 2019, ASCE 7-16 STEEL Section : HSSRECT SS 0.25x8, Defined Brace Spacing, 1st at ft and spacec Using Allowable Strength Design with IBC 2018 Load Combinations, Major Axis Bending Fy = 35.0 ksi E = 9,900.0 ksi Applied Loads Beam self weight calculated and added to loads Unif Load: D = 0.00240, L = 0.10 k/ft, Trib= 2.0 ft Design Summary Max fb/Fb Ratio = 0.449 : 1 Mu : Applied 0.932 k-ft at 3.000 ft in Span # 1 Mn / Omega: Allow 2.075 k-ft Load Comb: +D+L+H Max fv/FvRatio = 0.727 : 1 Vu : Applied 0.6215 k at 0.000 ft in Span # 1 Vn / Omega: Allow 0.8552 k Load Comb: +D+L+H Max Reactions (k) D L Lr S W E Left Support 0.02 0.60 Transient Downward 0.056 in Total Downward 0.058 in Right Support 0.02 0.60 Ratio 1296 1251 LC: L Only Transient Upward 0.000 in Ratio 9999 LC: LC:+D+L+H Total Upward 0.000 in Ratio 9999 LC: Steel Beam Design : 4' Clr 48" Rise - 8 Risers - 7 Steps - AL 6065-T6 Calculations per AISC 360-16, IBC 2018, CBC 2019, ASCE 7-16 STEEL Section : HSSRECT SS 0.25x8, Defined Brace Spacing, 1st at ft and spacec Using Allowable Strength Design with IBC 2018 Load Combinations, Major Axis Bending Fy = 35.0 ksi E = 9,900.0 ksi Applied Loads Beam self weight calculated and added to loads Unif Load: D = 0.00240, L = 0.10 k/ft, Trib= 2.0 ft Design Summary D(0.00480) L(0.20) Max fb/Fb Ratio = Mu : Applied 0.612. 1 1.269 k-ft at 3.500 ft in Span # 1 x Mn / Omega: Allow 2.075 k-ft Load Comb: +D+L+H Max fv/FvRatio = 0.848 : 1 Vu : Applied 0.7251 k at 0.000 ft in Span # 1 Vn / Omega: Allow 0.8552 k Load Comb: +D+L+H 7-0 ft Max Reactions (k) D L Lr S W E H Max Deflections Left Support 0.03 0.70 Transient Downward 0.103 in Right Support 0.03 0.70 Ratio 816 LC: L Only Transient Upward 0.000 in Ratio 9999 LC: x I x Total Downward 0.107 in 788 LC:+D+L+H Total Upward 0.000 in Ratio 9999 LC: Page 32 of 56 BRIGGS ENGINEERING, INC 5999 W STATE ST 'A' GARDEN CITY, ID 83703 208.344.9700 dean@briggs-engineering.com 0 Project Title: ACCESS DECK, RAMPS & STAIRS - VFZLZSM Engineer: Dean Briggs Jun 07 2021 Project ID: 202010.01.3 Project Descr:Standard Deck, Ramp & Stair Design CITY Or EDMONDS DEVELOPMENT SERVICES DEPARTMENT Printed: 27 AUG 2020, 2:01 PM General Section Property Calculator Software copyright ENERCALC, INC. 1983-2020, Build:12.20.5.31 ,.,,. DESCRIPTIO Stair Stringer - 0.25x8 Final Section Properties Total Area 2.0 inA2 Ixx 10.666 inA4 Sxx : - Y 2.667 inA3 lyy 0.01041 inA4 Sxx : +Y 2.667 inA3 Calculated final C.G. distance from Datum X cg Dist. 0.0 in Zxx 4.0 inA3 Syy : - X 0.08331 inA3 Syy : +X 0.08331 in A 3 Y cg Dist. 0.0 in Zyy 0.1250 inA3 Edge Distances from CG.: r xx 2.309 in +X 0.1250 in +Y 4.0 in r yy 0.07216 in -X-0.1250 in -Y in Rotation of All Components @ , 0.00 deg CCW Rectangular & Circular Sha _ Rectangular Shape : 1 CG Y Height = 8.000 in Width = 0.250 in Area = 2.000 inA2 Xcg = 0.000 in Ycg = 0.000 in Rotation = 0 deg CCW Page 33 of 56 BRIGGS ENGINEERING, INC 5999 W STATE ST 'A' GARDEN CITY, ID 83703 208.344.9700 dean@briggs-engineering.com 0 Project Title: ACCESS DECK, RAMPS & STAIRS - VFZLZSM Engineer: Dean Briggs Jun 07 2021 Project ID: 202010.01.3 Project Descr:Standard Deck, Ramp & Stair Design CITY Or EDMONDS DEVELOPMENT SERVICES DEPARTMENT Printed: 27 AUG 2020, 2:01 PM 2-D Frame Software copyright ENERCALC, INC. 1983-2020, Build:12.20.5.31 i.ii.1:1VICTei3:1014 'a Description 4-span handrail Joints... Joint Joint Coordinates Joint Label X Yt X Translational Restraint Y Translational Restraint Z Rotational Restraint Temp Fixed Fixed deg 0 1 0.0 0.0 Fixed 2 0.0 1.660 0 3 0.0 2.990 0 4 6.660 0.0 Fixed Fixed Fixed 0 5 6.660 1.660 0 6 6.660 2.990 0 7 11.160 0.0 Fixed Fixed Fixed 0 8 11.160 1.660 0 9 11.160 2.990 0 10 15.660 0.0 Fixed Fixed Fixed 0 11 15.660 1.660 0 12 15.660 2.990 0 13 20.160 0.0 Fixed Fixed Fixed 0 14 20.160 1.660 0 15 20.160 2.990 0 Members... Member Endpoint Joints Member Releases Specify Connectivity of Member Ends to Joints Label Property Labe I Joint J Joint Length ft x I End y z (rotation) x J End y z (rotation) 1-2 ColLine 1 1 2 1.660 Fixed Fixed Fixed Fixed Fixed Fixed 10-11 ColLine 4 10 11 1.660 Fixed Fixed Fixed Fixed Fixed Fixed 11-12 ColLine 4 11 12 1.330 Fixed Fixed Fixed Fixed Fixed Fixed 11-14 BmLvl 1 11 14 4.500 Fixed Fixed Fixed Fixed Fixed Fixed 12-15 BmLvl 2 12 15 4.500 Fixed Fixed Fixed Fixed Fixed Fixed 13-14 ColLine 5 13 14 1.660 Fixed Fixed Fixed Fixed Fixed Fixed 14-15 ColLine 5 14 15 1.330 Fixed Fixed Fixed Fixed Fixed Fixed 2-3 ColLine 1 2 3 1.330 Fixed Fixed Fixed Fixed Fixed Fixed 2-5 BmLvl 1 2 5 6.660 Fixed Fixed Fixed Fixed Fixed Fixed 3-6 BmLvl 2 3 6 6.660 Fixed Fixed Fixed Fixed Fixed Fixed 4-5 ColLine 2 4 5 1.660 Fixed Fixed Fixed Fixed Fixed Fixed 5-6 ColLine 2 5 6 1.330 Fixed Fixed Fixed Fixed Fixed Fixed 5-8 BmLvl 1 5 8 4.500 Fixed Fixed Fixed Fixed Fixed Fixed 6-9 BmLvl 2 6 9 4.500 Fixed Fixed Fixed Fixed Fixed Fixed 7-8 ColLine 3 7 8 1.660 Fixed Fixed Fixed Fixed Fixed Fixed 8-11 BmLvl 1 8 11 4.500 Fixed Fixed Fixed Fixed Fixed Fixed 8-9 ColLine 3 8 9 1.330 Fixed Fixed Fixed Fixed Fixed Fixed 9-12 BmLvl 2 9 12 4.500 Fixed Fixed Fixed Fixed Fixed Fixed Member Stress Check Data... Member Unbraced Lengths Slenderness Factors AISC Bending & Stability Factors Label Lu : z ft Lu : y K : z K : y Cm Internal Cb Internal 1-2 1.660 1.660 1.00 0.65 10-11 1.660 1.660 1.00 0.65 Internal Internal 11-12 1.330 1.330 1.00 0.65 Internal Internal 11-14 4.500 4.500 1.00 0.65 Internal Internal 12-15 4.500 4.500 1.00 0.65 Internal Internal 13-14 1.660 1.660 1.00 0.65 Internal Internal 14-15 1.330 1.330 1.00 0.65 Internal Internal 2-3 1.330 1.330 1.00 0.65 Internal Internal 2-5 6.660 6.660 1.00 0.65 Internal Internal 3-6 6.660 6.660 1.00 0.65 Internal Internal 4-5 1.660 1.660 1.00 0.65 Internal Internal 5-6 1.330 1.330 1.00 0.65 Internal Internal 5-8 4.500 4.500 1.00 0.65 Internal Internal 6-9 4.500 4.500 1.00 0.65 Internal Internal 7-8 1.660 1.660 1.00 0.65 Internal Internal 8-11 4.500 4.500 1.00 0.65 Internal Internal 8-9 1.330 1.330 1.00 0.65 Internal Internal Rage 34 of 56 BRIGGS ENGINEERING, INC 5999 W STATE ST 'A' GARDEN CITY, ID 83703 208.344.9700 dean@briggs-engineering.com 0 Project Title: ACCESS DECK, RAMPS & STAIRS - VFZLZSM Engineer: Dean Briggs Jun 07 2021 Project ID: 202010.01.3 Project Descr:Standard Deck, Ramp & Stair Design CITY Or EDMONDS DEVELOPMENT SERVICES DEPARTMENT Printed: 27 AUG 2020, 2:01 PM 2-D Frame Software copyright ENERCALC, INC. 1983-2020, Build:12.20.5.31 i.ii. • 9-12 1 4.500 4.500 1 1.00 0.65 1 Internal Internal Materials... Member Youngs Density Thermal Yield Label ksi kcf in/degr ksi Default 1.00 0.000 0.000000 1.00 Steel 29,000.00 0.490 0.000650 50.00 Member Sections... Prop Label Group Tag Material Area Depth Width Ixx lyy Pipes-1/4xS BmLvl 1 Steel 0.8370 inA2 1.660 in 1.660 in 0.2310 inA4 0.2310 inA4 Pipet-1/4xS BmLvl 2 Steel 0.8370 inA2 1.660 in 1.660 in 0.2310 inA4 0.2310 inA4 Pipes-1/4xS ColLine 2 Steel 0.8370 inA2 1.660 in 1.660 in 0.2310 inA4 0.2310 inA4 Pipet-1/4xS ColLine 1 Steel 0.8370 inA2 1.660 in 1.660 in 0.2310 inA4 0.2310 inA4 Pipes-1/4xS ColLine 2 Steel 0.8370 inA2 1.660 in 1.660 in 0.2310 inA4 0.2310 inA4 Pipet-1/4xS ColLine 3 Steel 0.8370 inA2 1.660 in 1.660 in 0.2310 inA4 0.2310 inA4 Pipes-1/4xS ColLine 4 Steel 0.8370 inA2 1.660 in 1.660 in 0.2310 inA4 0.2310 inA4 Pipet-1/4xS ColLine 5 Steel 0.8370 inA2 1.660 in 1.660 in 0.2310 inA4 0.2310 inA4 Member Point Loads.... Note: Loads labeled "Global Y" act downward (in "-Y" direction) Member Load Distance from Load Magnitude Label Direction "I" Joint Dead Roof Live Live Snow Seismic Wind Earth 3-6 Global Y 3.33 It 0.20 k 6-9 Global Y 2.25 It 0.20 k 9-12 Global Y 2.25 It 0.20 k 12-15 Global Y 2.25 It 0.20 k Stress/Strength Load Combinations IBC 2018 Load Combination Lambda 0.2*Sds* Load Combination Factors Description Dead Seismic 1.40 Roof Live Live Snow Wind Seismic Rho Earth 1.60 +1.40D+1.60H 0.6 +1.20D+0.50Lr+1.60L+1.60H 0.8 1.20 0.50 1.60 1.60 +1.20D+1.60L+0.50S+1.60H 0.8 1.20 1.60 0.50 1.60 +1.20D+1.60Lr+0.50L+1.60H 0.8 1.20 1.60 0.50 1.60 +1.20D+1.60Lr+0.50W+1.60H 0.8 1.20 1.60 0.50 1.60 +1.20D+0.50L+1.60S+1.60H 0.8 1.20 0.50 1.60 1.60 +1.20D+1.60S+0.50W+1.60H 0.8 1.20 1.60 0.50 1.60 +1.20D+0.50Lr+0.50L+W+1.60 1 1.20 0.50 0.50 1.0 1.60 +1.20D+0.50L+0.50S+W+1.60H 1 1.20 0.50 0.50 1.0 1.60 +1.440D+0.50L+0.70S+1.30E+ 0.8 1.20 0.240 0.50 0.70 1.30 1.60 +0.90D+W+0.90H 1 0.90 1.0 0.90 +0.660D+1.30E+0.90H 0.6 0.90 -0.240 1.30 0.90 Automaticallv Apply 100 % of member self -weight as D in the -Global Y direction. Reaction Load Combinations IBC 2018 Load Combination Load Combination Factors Description Dead Roof Live Live Snow Wind Seismic Earth +D+H 1.0 1.0 +D+L+H 1.0 1.0 1.0 +D+Lr+H 1.0 1.0 1.0 +D+S+H 1.0 1.0 1.0 +D+0.750Lr+0.750L+H 1.0 0.750 0.750 1.0 +D+0.750L+0.750S+H 1.0 0.750 0.750 1.0 +D+0.60W+H 1.0 0.60 1.0 +D+0.70E+H 1.0 0.70 1.0 +D+0.750Lr+0.750L+0.450W+H 1.0 0.750 0.750 0.450 1.0 +D+0.750L+0.750S+0.450W+H 1.0 0.750 0.750 0.450 1.0 +D+0.750L+0.750S+0.5250E+H 1.0 0.750 0.750 0.5250 1.0 +0.60D+0.60W+0.60H 0.60 0.60 0.60 +0.60D+0.70E+0.60H 0.60 0.70 0.60 D Only 1.0 Lr Only 1.0 Page 35 of 56 BRIGGS ENGINEERING, INC 5999 W STATE ST 'A' GARDEN CITY, ID 83703 208.344.9700 dean@briggs-engineering.com 0 Project Title: ACCESS DECK, RAMPS & STAIRS - VFZLZSM Engineer: Dean Briggs Jun 07 2021 Project ID: 202010.01.3 Project Descr:Standard Deck, Ramp & Stair Design CITY Or EDMONDS DEVELOPMENT SERVICES DEPARTMENT Printed: 27 AUG 2020, 2:01 PM 2-D Frame Software copyright ENERCALC, INC. 1983-2020, Build:12.20.5.31 i.ii. L Only S Only W1 UH Page 36 of 56 BRIGGS ENGINEERING, INC 5999 W STATE ST 'A' GARDEN CITY, ID 83703 208.344.9700 dean@briggs-engineering.com 0 Project Title: ACCESS DECK, RAMPS & STAIRS - VFZLZSM Engineer: Dean Briggs Jun 07 2021 Project ID: 202010.01.3 Project Descr:Standard Deck, Ramp & Stair Design CITY Or EDMONDS DEVELOPMENT SERVICES DEPARTMENT Printed: 27 AUG 2020, 2:01 PM 2-D Frame Software copyright ENERCALC, INC. 1983-2020, Build:12.20.5.31 i.ii.1:1VICTei3:1014 'a Reaction Load Combinations IBC 2018 Load Combination Load Combination Factors Description Dead Roof Live Live Snow Wind Seismic Earth W Only 1.0 E Only 1.0 H Only 1.0 Automatically Apply 100 % of member self -weight as D in the -Global Y direction Page 37 of 56 BRIGGS ENGINEERING, INC 5999 W STATE ST 'A' GARDEN CITY, ID 83703 208.344.9700 dean@briggs-engineering.com Project Title: ACCESS DECK Engineer: Dean Briggs Project ID: 202010.01.3 Project Descr:Standard Deck, RAMPS & STAIRS - VFZLZ&M Jun 07 2021 Ramp & Stair Design CITY OF EDM DEVELOPMEERICES DEPARTMENT Printed: 27 AUG 2020, 2:01 PM 2-D Frame Software copyright ENERCALC, INC. 1983-2020, Build:12.20.5.31 i.ii. Deflection Load Combinations IBC 2018 Load Combination Description Dead Roof Live Live Snow Wind Seismic Earth +D+H 1.0 1.0 +D+L+H 1.0 1.0 1.0 +D+Lr+H 1.0 1.0 1.0 +D+S+H 1.0 1.0 1.0 +D+0.750Lr+0.750L+H 1.0 0.750 0.750 1.0 +D+0.750L+0.750S+H 1.0 0.750 0.750 1.0 +D+0.60W+H 1.0 0.60 1.0 +D+0.70E+H 1.0 0.70 1.0 +D+0.750Lr+0.750L+0.450W+H 1.0 0.750 0.750 0.450 1.0 +D+0.750L+0.750S+0.450W+H 1.0 0.750 0.750 0.450 1.0 +D+0.750L+0.750S+0.5250E+H 1.0 0.750 0.750 0.5250 1.0 +0.60D+0.60W+0.60H 0.60 0.60 0.60 +0.60D+0.70E+0.60H 0.60 0.70 0.60 D Only 1.0 Lr Only 1.0 L Only 1.0 S Only 1.0 W Only 1.0 E Only 1.0 H Only 1.0 Automatically Apply 100 % of member self -weight as D in the -Global Y direction Joint Displacements by Load Combination : Joint Displacements Joint Label Load Combination X Y Z in in Radians 1 D Only 0.0 0.0 0.0 2 D Only -.0000080 -.000020 -.0000280 3 D Only 0.000127 -.0000280 -.0000640 4 D Only 0.0 0.0 0.0 5 D Only .0000210 -.0000320 .0000110 6 D Only .0000880 -.0000440 .0000240 7 D Only 0.0 0.0 0.0 8 D Only .0000290 -.0000260 -.0000020 9 D Only .0000760 -.0000350 -.0000040 10 D Only 0.0 0.0 0.0 11 D Only .0000360 -.0000270 -.0000020 12 D Only .0000650 -.0000360 -.0000030 13 D Only 0.0 0.0 0.0 14 D Only .0000450 -.0000150 .0000090 15 D Only .0000530 -.0000210 .0000230 1 +D+L 0.0 0.0 0.0 2 +D+L -0.000578 -.0000980 0.000230 3 +D+L 0.001248 -0.000168 -0.001324 4 +D+L 0.0 0.0 0.0 5 +D+L -.0000720 -0.000202 -0.000104 6 +D+L 0.000798 -0.000352 0.000359 7 +D+L 0.0 0.0 0.0 8 +D+L 0.000118 -0.000187 -.0000060 9 +D+L 0.000622 -0.000324 -.0000540 10 +D+L 0.0 0.0 0.0 11 +D+L 0.000308 -0.000197 .0000130 12 +D+L 0.000448 -0.000346 -.0000750 13 +D+L 0.0 0.0 0.0 14 +D+L 0.000523 -.0000920 -0.000164 15 +D+L 0.000257 -0.000157 0.000739 1 +D+0.750L 0.0 0.0 0.0 2 +D+0.750L -0.000436 -.0000790 0.000165 3 +D+0.750L 0.000968 -0.000133 -0.001009 4 +D+0.750L 0.0 0.0 0.0 5 +D+0.750L -.0000480 -0.000159 -.0000750 Page 38 of 56 BRIGGS ENGINEERING, INC 5999 W STATE ST 'A' GARDEN CITY, ID 83703 208.344.9700 dean@briggs-engineering.com 0 Project Title: ACCESS DECK, RAMPS & STAIRS - VFZLZSM Engineer: Dean Briggs Jun 07 2021 Project ID: 202010.01.3 Project Descr:Standard Deck, Ramp & Stair Design CITY Or EDMONDS DEVELOPMENT SERVICES DEPARTMENT Printed: 27 AUG 2020, 2:01 PM 2-D Frame Software copyright ENERCALC, INC. 1983-2020, Build:12.20.5.31 i.ii. Joint Displacements by Load Combination : Joint Displacements Joint Label Load Combination X Y Z in in Radians 6 +D+0.750L 0.000621 -0.000275 0.000275 7 +D+0.750L 0.0 0.0 0.0 8 +D+0.750L .0000960 -0.000146-.0000050 9 +D+0.750L 0.000486 -0.000252-.0000420 10 +D+0.750L 0.0 0.0 0.0 11 +D+0.750L 0.000240 -0.000155 .0000090 12 +D+0.750L 0.000352 -0.000268-.0000570 13 +D+0.750L 0.0 0.0 0.0 14 +D+0.750L 0.000404 -.0000730-0.000120 15 +D+0.750L 0.000206 -0.000123 0.000560 1 +0.60D 0.0 0.0 0.0 2 +0.60D -.0000050 -.0000120-.0000170 3 +0.60D .0000760 -.0000170-.0000380 4 +0.60D 0.0 0.0 0.0 5 +0.60D .0000130 -.0000190 .0000060 6 +0.60D .0000530 -.0000260 .0000150 7 +0.60D 0.0 0.0 0.0 8 +0.60D .0000170 -.0000150-.0000010 9 +0.60D .0000460 -.0000210-.0000020 10 +0.60D 0.0 0.0 0.0 11 +0.60D .0000220 -.0000160-.0000010 12 +0.60D .0000390 -.0000220-.0000020 13 +0.60D 0.0 0.0 0.0 14 +0.60D .0000270 -.0000090 .0000060 15 +0.60D .0000320 -.0000120 .0000140 1 L Only 0.0 0.0 0.0 2 L Only -0.000570 -.0000780 0.000258 3 L Only 0.001121 -0.000140-0.001260 4 L Only 0.0 0.0 0.0 5 L Only -.0000930 -0.000170-0.000114 6 L Only 0.000711 -0.000308 0.000335 7 L Only 0.0 0.0 0.0 8 L Only .0000890 -0.000161-.0000040 9 L Only 0.000546 -0.000289 -.000050 10 L Only 0.0 0.0 0.0 11 L Only 0.000272 -0.000171 .0000150 12 L Only 0.000382 -0.000309-.0000720 13 L Only 0.0 0.0 0.0 14 L Only 0.000478 -.0000770-0.000173 15 L Only 0.000204 -0.000137 0.000717 oint Reactions by Load Combination Joint Reactions Joint Label Load Combination X Y Z k k k-ft 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1 L Only1 -0.02036 0.09512 0.009660 Page 39 of 56 BRIGGS ENGINEERING, INC 5999 W STATE ST 'A' GARDEN CITY, ID 83703 208.344.9700 dean@briggs-engineering.com 0 Project Title: ACCESS DECK, RAMPS & STAIRS - VFZLZSM Engineer: Dean Briggs Jun 07 2021 Project ID: 202010.01.3 Project Descr:Standard Deck, Ramp & Stair Design CITY Or EDMONDS DEVELOPMENT SERVICES DEPARTMENT Printed: 27 AUG 2020, 2:01 PM 2-D Frame Software copyright ENERCALC, INC. 1983-2020, Build:12.20.5.31 KW-06006137 BRIGGS ENGINEERING, PILL! Joint Reactions by Load Combination : Joint Reactions Joint Label Load Combination X Y Z k k k-ft 2 L Unly 3 L Only 4 L Only 0.01254 0.2072 -0.007197 5 L Only 6 L Onlv 7 L Only -0.000547 0.1962 0.000554 8 L Onlv 9 L Only 10 L Onlv -0.004294 0.2081 0.003140 11 L Only 12 L Only 13 L Only 0.01266 0.09343 -0.005661 14 L Onlv 15 L Only 1 +0.750L -0.01527 0.07134 0.007245 2 +0.750L 3 +0.750L 4 +0.750L 0.009402 0.1554 -0.005398 5 +0.750L 6 +0.750L 7 +0.750L -0.000411 0.1472 0.000416 8 +0.750L 9 +0.750L 10 +0.750L -0.003220 0.1561 0.002355 11 +0.750L 12 +0.750L 13 +0.750L 0.009498 0.07007 -0.004246 14 +0.750L 15 +0.750L Member End Forces by Load Combination Member Joint " I " End Forces Joint " J " End Forces abel L Load Combination Axial Shear Moment Axial Shear Moment k k k-ft k k k-ft 1-2 0.0 0.0 0.0 0.0 0.0 0.0 10-11 0.0 0.0 0.0 0.0 0.0 0.0 11-12 0.0 0.0 0.0 0.0 0.0 0.0 11-14 0.0 0.0 0.0 0.0 0.0 0.0 12-15 0.0 0.0 0.0 0.0 0.0 0.0 13-14 0.0 0.0 0.0 0.0 0.0 0.0 14-15 0.0 0.0 0.0 0.0 0.0 0.0 2-3 0.0 0.0 0.0 0.0 0.0 0.0 2-5 0.0 0.0 0.0 0.0 0.0 0.0 3-6 0.0 0.0 0.0 0.0 0.0 0.0 4-5 0.0 0.0 0.0 0.0 0.0 0.0 5-6 0.0 0.0 0.0 0.0 0.0 0.0 5-8 0.0 0.0 0.0 0.0 0.0 0.0 6-9 0.0 0.0 0.0 0.0 0.0 0.0 7-8 0.0 0.0 0.0 0.0 0.0 0.0 8-11 0.0 0.0 0.0 0.0 0.0 0.0 8-9 0.0 0.0 0.0 0.0 0.0 0.0 9-12 0.0 0.0 0.0 0.0 0.0 0.0 1-2 +1.601- 0.1522 0.03257 0.01546 -0.1522 -0.03257 0.03862 10-11 +1.601- 0.3329 0.006870 0.005024 -0.3329 -0.006870 0.006381 11-12 +1.601- 0.3368 -0.01096 -0.002385 -0.3368 0.01096 -0.01219 11-14 +1.601- -0.1488 -0.003560 -0.004897 0.1488 0.003560 -0.01112 12-15 +1.601- 0.1286 0.1741 0.1986 -0.1286 0.1459 -0.1353 13-14 +1.601- 0.1495 -0.02026 -0.009058 -0.1495 0.02026 -0.02458 14-15 +1.601- 0.1459 0.1286 0.03570 -0.1459 -0.1286 0.1353 2-3 +1.601- 0.1507 -0.1995 -0.04768 -0.1507 0.1995 -0.2177 2-5 +1.601- -0.2321 0.001471 0.009064 0.2321 -0.001471 0.000734 3-6 +1.601- 0.1995 0.1507 0.2177 -0.1995 0.1693 -0.2795 Page 40 of 56 BRIGGS ENGINEERING, INC 5999 W STATE ST 'A' GARDEN CITY, ID 83703 208.344.9700 dean@briggs-engineering.com 0 Project Title: ACCESS DECK, RAMPS & STAIRS - VRESM Engineer: Dean Briggs Jun 07 2021 Project ID: 202010.01.3 Project Descr: Standard Deck, Ramp & Stair Design CITY OFEDMONDS DEVELOPMENT SERVICES DEPARTMENT Printed: 27 AUG 2020, 2:01 PM 2-D Frame Software copyright ENERCALC, INC. 1983-2020, Build:12.20.5.31 Member End Forces by Load Combination : Member Load Combination Joint " I " End Forces Joint " J " End Forces Label Axial Shear Moment Axial Shear Moment k k k-ft k k k-ft 4-5 5-6 5-8 6-9 7-8 8-11 8-9 9-12 +1.601- +1.601- +1.601- +1.601- +1.601- +1.601- +1.601- +1.601- +0.50L 0.3315 0.3355 -0.1310 0.1185 0.3139 -0.1310 0.3111 0.1176 -0.02006 0.08103 -0.002610 0.1663 0.000876 0.000263 0.000869 0.1573 -0.01152 0.02875 -0.007706 0.2004 0.000887 0.000283 0.003189 0.1743 1-2 0.04756 0.01018 0.004830 10-11 +0.50L 0.1040 0.002147 0.001570 11-12 +0.50L 0.1052 -0.003423 -0.000745 11-14 +0.50L -0.04651 -0.001112 -0.001530 12-15 +0.50L 0.04018 0.05440 0.06206 13-14 +0.50L 0.04672 -0.006332 -0.002831 14-15 +0.50L 0.04560 0.04018 0.01116 2-3 +0.50L 0.04710 -0.06235 -0.01490 2-5 +0.50L -0.07253 0.000460 0.002833 3-6 +0.50L 0.06235 0.04710 0.06802 4-5 +0.50L 0.1036 -0.006268 -0.003599 5-6 +0.50L 0.1049 0.02532 0.008985 5-8 +0.50L -0.04094 -0.000816 -0.002408 6-9 +0.50L 0.03703 0.05196 0.06264 7-8 +0.50L 0.09810 0.000274 0.000277 8-11 +0.50L -0.04094 .0000820 .0000880 8-9 +0.50L 0.09720 0.000271 0.000996 9-12 +0.50L 0.03675 0.04916 0.05448 -0.3315 0.02006-0.02178 -0.3355-0.08103 0.07902 0.1310 0.002610-0.004038 -0.1185 0.1537-0.1723 -0.3139-0.000876 0.000567 0.1310-0.000263 0.000901 -0.3111-0.000869-0.002033 -0.1176 0.1627-0.1864 -0.04756-0.01018 0.01207 -0.1040-0.002147 0.001994 -0.1052 0.003423-0.003808 0.04651 0.001112-0.003476 -0.04018 0.04560-0.04228 -0.04672 0.006332-0.007681 -0.04560-0.04018 0.04228 -0.04710 0.06235-0.06802 0.07253-0.000460 0.000229 -0.06235 0.05290-0.08734 -0.1036 0.006268-0.006806 -0.1049-0.02532 0.02470 0.04094 0.000816-0.001262 -0.03703 0.04804-0.05384 -0.09810-0.000274 0.000177 0.04094-.0000820 0.000282 -0.09720-0.000271-0.000635 -0.03675 0.05084-0.05826 Extreme Member Forces Only Load Combinations giving maximum values are listed Mmbr Label Axial Dist from "I" Joint Moment Dist from "I" Joint Shear Dist from "I" Joint 1-L U.U4/bbK U.UTt U.U154bK-Tt U.UTt U.U32b/ K U.0 Tt Max +0.50L +1.60L +1.60L 1-2 0.1 522k 0.0 ft 0.03862 k-ft 1.660 ft 0.01018 k 0.0 ft Min +1.60L +1.60L +0.50L 10-11 0.1040 k 0.0 ft 0.005024 k-ft 0.0 ft 0.006870 k 0.0 ft Max +0.50L +1.60L +1.60L 10-11 0.3329 k 0.0 ft 0.006381 k-ft 1.660 ft 0.002147 k 0.0 ft Min +1.60L +1.60L +0.50L 11-12 0.1052 k 0.0 ft 0.01219 k-ft 1.330 ft 0.003423 k 0.0 ft Max +0.50L +1.60L +0.50L 11-12 0.3368 k 0.0 ft 0.002385 k-ft 0.0 ft 0.01096 k 0.0 ft Min +1.60L +1.60L +1.60L 11-14 0.1488 k 0.0 ft 0.01112 k-ft 4.50 ft 0.001112 k 0.0 ft Max +1.60L +1.60L +0.50L 11-14 0.04651 k 0.0 ft 0.004897 k-ft 0.0 ft 0.003560 k 0.0 ft Min +0.50L +1.60L +1.60L 12-15 0.04018 k 0.0 ft 0.1986 k-ft 0.0 ft 0.1741 k 0.0 ft Max +0.50L +1.60L +1.60L 12-15 0.1286 k 0.0 ft 0.1864 k-ft 2.296 ft 0.1459 k 2.296 ft Min +1.60L +1.60L +1.60L 13-14 0.04672 k 0.0 ft 0.02458 k-ft 1.660 ft 0.006332 k 0.0 ft Max +0.50L +1.60L +0.50L 13-14 0.1495 k 0.0 ft 0.009058 k-ft 0.0 ft 0.02026 k 0.0 ft Min +1.60L +1.60L +1.60L 14-15 0.04560 k 0.0 ft 0.03570 k-ft 0.0 ft 0.1286 k 0.0 ft Max +0.50L +1.60L +1.60L 14-15 0.1459 k 0.0 ft 0.1353 k-ft 1.330 ft 0.04018 k 0.0 ft Min +1.60L +1.60L +0.50L Page 41 of 56 BRIGGS ENGINEERING, INC 5999 W STATE ST 'A' GARDEN CITY, ID 83703 208.344.9700 dean@briggs-engineering.com 0 Project Title: ACCESS DECK, RAMPS & STAIRS - VRESM Engineer: Dean Briggs Jun 07 2021 Project ID: 202010.01.3 Project Descr: Standard Deck, Ramp & Stair Design CITY OFEDMONDS DEVELOPMENT SERVICES DEPARTMENT Printed: 27 AUG 2020, 2:01 PM 2-D Frame Software copyright ENERCALC, INC. 1983-2020, Build:12.20.5.31 i.ii. Extreme Member Forces Only Load Combinations giving maximum values are listed Mmbr Label Axial Dist from "I" Joint Moment Dist from "I" Joint Shear Dist from "I" Joint 2-3 -0.04710 k 0.0 ft 0.2177 k-ft 1.330 ft -0.06235 k 0.0 ft Max +O.SOL +1.60L +0.50L 2-3 0.1507 k 0.0 ft 0.04768 k-ft 0.0 ft 0.1995 k 0.0 ft Min +1.60L +1.60L +1.60L 2-5 0.2321 k 0.0 ft 0.009064 k-ft 0.0 ft 0.001471 k 0.0 ft Max +1.60L +1.60L +1.60L 2-5 0.07253 k 0.0 ft 0.000734 k-ft 6.660 ft 0.000460 k 0.0 ft Min +0.50L +1.60L +0.50L 3-6 0.06235 k 0.0 ft 0.2795 k-ft 6.660 ft 0.1507 k 0.0 ft Max +0.50L +1.60L +1.60L 3-6 0.1995 k 0.0 ft 0.2740 k-ft 3.262 ft 0.1693 k 3.398 ft Min +1.60L +1.60L +1.60L 4-5 0.1036 k 0.0 ft 0.02178 k-ft 1.660 ft 0.006268 k 0.0 ft Max +0.50L +1.60L +0.50L 4-5 0.3315 k 0.0 ft 0.01152 k-ft 0.0 ft 0.02006 k 0.0 ft Min +1.60L +1.60L +1.60L 5-6 0.1049 k 0.0 ft 0.02875 k-ft 0.0 ft 0.08103 k 0.0 ft Max +0.50L +1.60L +1.60L 5-6 0.3355 k 0.0 ft 0.07902 k-ft 1.330 ft 0.02532 k 0.0 ft Min +1.60L +1.60L +0.50L 5-8 0.1310 k 0.0 ft 0.004038 k-ft 4.50 ft 0.000816 k 0.0 ft Max +1.60L +1.60L +0.50L 5-8 0.04094 k 0.0 ft 0.007706 k-ft 0.0 ft 0.002610 k 0.0 ft Min +0.50L + 1.60L + 1.60L 6-9 0.03703 k 0.0 ft 0.2004 k-ft 0.0 ft 0.1663 k 0.0 ft Max +0.50L + 1.60L + 1.60L 6-9 0.1 185k 0.0 ft 0.1666 k-ft 2.296 ft 0.1537 k 2.296 ft Min +1.60L +1.60L +1.60L 7-8 0.09810 k 0.0 ft 0.000887 k-ft 0.0 ft 0.000876 k 0.0 ft Max +0.50L +1.60L +1.60L 7-8 0.3139 k 0.0 ft 0.000567 k-ft 1.660 ft 0.000274 k 0.0 ft Min + 1.60L + 1.60L +0.50L 8-11 0.1310 k 0.0 ft 0.000283 k-ft 0.0 ft 0.000263 k 0.0 ft Max +1.60L +1.60L +1.60L 8-11 0.04094 k 0.0 ft -0.000901 k-ft 4.50 ft 0.000263 k 0.0 ft Min +0.50L +1.60L +1.60L 8-9 0.09720 k 0.0 ft 0.003189 k-ft 0.0 ft 0.000869 k 0.0 ft Max +0.50L +1.60L +1.60L 8-9 0.3111 k 0.0 ft 0.000635 k-ft 1.330 ft 0.000271 k 0.0 ft Min + 1.60L +0.50L +0.50L 9-12 0.03675 k 0.0 ft 0.1864 k-ft 4.50 ft 0.1573 k 0.0 ft Max +0.50L +1.60L +1.60L 9-12 0.1 176k 0.0 ft 0.1724 k-ft 2.204 ft 0.1627 k 2.296 ft Min + 1.60L +1.60L + 1.60L Member Stress Checks... Stress Checks per AISC 360-16 & NDS 2018 Memberl Section Material Max. Axial + Bending Stress Ratios Max. Shear Stress Ratios Label I Label Load Combination Ratio Status Dist (ft) Load Combination Ratio Status Dist (ft) 1-2 ColLine 1 Steel +1.60L 0.028 PASS 1.66 +1.60L 0.003 PASS 0.00 10-11 ColLine 4 Steel +1.60L 0.009 PASS 1.66 +1.60L 0.001 PASS 0.00 11-12 ColLine 4 Steel +1.60L 0.013 PASS 1.33 +1.60L 0.001 PASS 0.00 11-14 BmLvl 1 Steel +1.60L 0.012 PASS 4.50 +1.60L 0.000 PASS 0.00 12-15 BmLvl 2 Steel +1.60L 0.138 PASS 0.00 +1.60L 0.018 PASS 0.00 13-14 ColLine 5 Steel +1.60L 0.019 PASS 1.66 +1.60L 0.002 PASS 0.00 14-15 ColLine 5 Steel +1.60L 0.094 PASS 1.33 +1.60L 0.014 PASS 0.00 2-3 ColLine 1 Steel +1.60L 0.150 PASS 1.33 +1.60L 0.021 PASS 0.00 2-5 BmLvl 1 Steel +1.60L 0.020 PASS 0.00 +1.60L 0.000 PASS 0.00 3-6 BmLvl 2 Steel +1.60L 0.202 PASS 6.66 +1.60L 0.018 PASS 3.40 Page 42 of 56 BRIGGS ENGINEERING, INC 5999 W STATE ST 'A' GARDEN CITY, ID 83703 208.344.9700 dean@briggs-engineering.com 0 Project Title: ACCESS DECK, RAMPS & STAIRS - VFZLZSM Engineer: Dean Briggs Jun 07 2021 Project ID: 202010.01.3 Project Descr:Standard Deck, Ramp & Stair Design CITY Or EDMONDS DEVELOPMENT SERVICES DEPARTMENT Printed: 27 AUG 2020, 2:01 PM 2-D Frame Software copyright ENERCALC, INC. 1983-2020, Build:12.20.5.31 i.ii. Member Stress Checks... Stress Checks per AISC 360-16 & NDS 2018 Memberl Section Material Max. Axial + Bending Stress Ratios Max. Shear Stress Ratios Label I Label Load Combination Ratio Status Dist (ft) Load Combination Ratio Status Dist (ft) 4-5 ColLine 2 Steel +1.60L 0.020 PASS 1.66 +1.60L 0.002 PASS 0.00 5-6 ColLine 2 Steel +1.60L 0.058 PASS 1.33 +1.60L 0.009 PASS 0.00 5-8 BmLvl 1 Steel +1.60L 0.009 PASS 0.00 +1.60L 0.000 PASS 0.00 6-9 BmLvl 2 Steel +1.60L 0.139 PASS 0.00 +1.60L 0.018 PASS 0.00 7-8 ColLine 3 Steel +1.60L 0.005 PASS 0.00 +1.60L 0.000 PASS 0.00 8-11 BmLvl 1 Steel +1.60L 0.004 PASS 4.50 +1.60L 0.000 PASS 0.00 8-9 ColLine 3 Steel +1.60L 0.007 PASS 0.00 +1.60L 0.000 PASS 0.00 9-12 BmLvl 2 Steel +1.60L 0.130 PASS 4.50 +1.60L 0.017 PASS 2.30 Page 43 of 56 BRIGGS ENGINEERING, INC 5999 W STATE ST 'A' GARDEN CITY, ID 83703 208.344.9700 dean@briggs-engineering.com 0 2-D Frame Project Title: ACCESS DECK, RAMPS & STAIRS - VRESM Engineer: Dean Briggs Jun 07 2021 Project ID: 202010.01.3 Project Descr:Standard Deck, Ramp & Stair Design CITY OFEDMONDS DEVELOPMENT SERVICES DEPARTMENT Printed: 27 AUG 2020, 2:01 PM Software copvriaht ENERCALC, INC. 1983-2020, Build:12.20.5.31 Page 44 of 56 BRIGGS ENGINEERING, INC 5999 W STATE ST 'A' GARDEN CITY, ID 83703 208.344.9700 dean@briggs-engineering.com 0 Project Title: ACCESS DECK, RAMPS & STAIRS - VFZLZSM Engineer: Dean Briggs Jun 07 2021 Project ID: 202010.01.3 Project Descr:Standard Deck, Ramp & Stair Design CITY Or EDMONDS DEVELOPMENT SERVICES DEPARTMENT Printed: 27 AUG 2020, 2:01 PM General Section Property Calculator Software copyright ENERCALC, INC. 1983-2020, Build:12.20.5.31 ,.,,. DESCRIPTIO HHS 1.5x1.5x0.156 Handrail Post Section Final Section Properties Total Area 0.8387 in"2 Ixx 0.2559 in"4 Sxx : - Y 0.3411 in"3 lyy 0.2559 in"4 Sxx : +Y 0.3411 in"3 Calculated final C.G. distance from Datum X cg Dist. 0.0 in Zxx 0.4246 in"3 Syy : - X 0.3412 in"3 Syy : +X 0.3412 in 3 Y cg Dist. 0.0 in Zyy 0.4246 in"3 Edge Distances from CG.: r xx 0.5523 in +X 0.750 in +Y 0.750 in r yy 0.5524 in -X -0.750 in -Y in Rotation of All Components @ , 0.00 deg CCW x ec General Shapes _ Tube : #1 Xcg = 0.000 in Total Height = 1.500in Total Width = Right Thickness = 0.156in Bottom Thickness = Ycg = 0.000 in Rotation = 0 deg CCW 1.500in Left Thickness = 0.156in 0.156in Top Thickness = 0.156in Page 45 of 56 BRIGGS ENGINEERING, INC 5999 W STATE ST 'A' GARDEN CITY, ID 83703 208.344.9700 dean@briggs-engineering.com 0 Project Title: ACCESS DECK, RAMPS & STAIRS - VFZLZSM Engineer: Dean Briggs Jun 07 2021 Project ID: 202010.01.3 Project Descr:Standard Deck, Ramp & Stair Design CITY Or EDMONDS DEVELOPMENT SERVICES DEPARTMENT Printed: 27 AUG 2020, 2:01 PM General Section Property Calculator Software copyright ENERCALC, INC. 1983-2020, Build:12.20.5.31 ,.,,. DESCRIPTIO 1-1/2" x 0.156 Handrail Section Final Section Properties Total Area 1.394 inA2 Ixx 1.413 inA4 Sxx : - Y 0.9433 inA3 lyy 1.413 inA4 Sxx : +Y 0.9433 inA3 Calculated final C.G. distance from Datum X cg Dist. 0.0 in Zxx 1.263 inA3 Syy : - X 0.9423 inA3 Syy : +X 0.9423 in A 3 Y cg Dist. 0.0 in Zyy 1.263 inA3 Edge Distances from CG.: r xx 1.007 in +X 1.50 in +Y 1.498 in r yy 1.007 in -X -1.50 in -Y in Rotation of All Components @ , 0.00 deg CCW X CIS y Rectangular & Circular Circular Shape : 1 Radius = 1.500 in Thicknes 0.156 in Area = 7.069 inA2 Xcg = 0.000 in Ycg = 0.000 in Page 46 of 56 BRIGGS ENGINEERING, INC 5999 W STATE ST 'A' GARDEN CITY, ID 83703 208.344.9700 dean@briggs-engineering.com 0 Project Title: WELCOME RAMP SYSTEMS RESUB Engineer: Dean Briggs Project ID: 202010.01.3 Jun 07 2021 Project Descr:STANDARD DECK, RAMP & STAIR DEVELOPMENT °R°CES CALCULATIONS DEPARTMENT Printed: 27 AUG 2020, 1:46PM General Section Property Calculator Software copyright ENERCALC, INC. 1983-2020, Build:12.20.5.31 ,.,,. DESCRIPTIO HSS 1.5x1.5x1/8 Final Section Properties Total Area 0.6875 in"2 Ixx 0.2184 in"4 Sxx : - Y 0.2912 in"3 lyy 0.2184 in"4 Sxx : +Y 0.2912 in"3 Calculated final C.G. distance from Datum X cg Dist. 0.750 in Zxx 0.3555 in"3 Syy : - X 0.2912 in"3 Syy : +X 0.2912 in 3 Y cg Dist. 0.750 in Zyy 0.3555 in"3 Edge Distances from CG.: r xx 0.5636 in +X 0.750 in +Y 0.750 in r yy 0.5636 in -X -0.750 in -Y in Rotation of All Components @ , 0.00 deg CCW CG C� x General Shapes _ Tube : #1 Xcg = 0.750 in Total Height = 1.500in Total Width = Right Thickness = 0.125in Bottom Thickness = Ycg = 0.750 in Rotation = 0 deg CCW 1.500in Left Thickness = 0.125in 0.125in Top Thickness = 0.125in Page 47 of 56 BRIGGS ENGINEERING, INC 5999 W STATE ST 'A' GARDEN CITY, ID 83703 208.344.9700 dean@briggs-engineering.com 0 Project Title: WELCOME RAMP SYSTEMS RESUB Engineer: Dean Briggs Project ID: 202010.01.3 Jun 07 2021 Project Descr: STANDARD DECK, RAMP & STAIR OFEDMONDS DE EI OPMENT SERVICES CALCULATIONS DEPARTMENT Printed: 27 AUG 2020, 1:46PM General Section Property Calculator Software copyright ENERCALC, INC. 1983-2020, Build:12.20.5.31 ■ ,.,,. DESCRIPTIO HSS 1.75x1.75x0.125 Final Section Properties Total Area 0.8125 inA2 Ixx 0.3597 inA4 Sxx : - Y 0.4111 inA3 lyy 0.3597 inA4 Sxx : +Y 0.4111 inA3 Calculated final C.G. distance from Datum X cg Dist. 0.8750 in Zxx 0.4961 inA3 Syy : - X 0.4111 inA3 Syy : +X 0.4111 in A 3 Y cg Dist. 0.8750 in Zyy 0.4961 inA3 Edge Distances from CG.: r xx 0.6653 in +X 0.8750 in +Y 0.8750 in r yy 0.6653 in -X-0.8750 in -Y in Rotation of All Components @ , 0.00 deg CCW x General Shapes _ Tube : #1 Total Height = Right Thickness = CG i i CG Xcg = 0.875 in Ycg = 0.875 in Rotation = 0 deg CCW 1.750in Total Width = 1.750in Left Thickness = 0.125in 0.125in Bottom Thickness = 0.125in Top Thickness = 0.125in Page 48 of 56 BRIGGS ENGINEERING, INC 5999 W STATE ST 'A' GARDEN CITY, ID 83703 208.344.9700 deanCa briggs-engineering.com 0 Project Title: ACCESS DECK, RAMPS & STAIRS - VRECSM Engineer: Dean Briggs Jun 07 2021 Project ID: 202010.01.3 Project Descr: Standard Deck, Ramp & Stair Design CITY OFEDMONDS DEVELOPMENT SERVICES DEPARTMENT Printed: 27 AUG 2020, 2:01 PM 2-D Frame Software copyright ENERCALC, INC. 1983-2020, Build:12.20.5.31 Description Std Al. Ramp Guardrail Joints... Joint Joint Coordinates Joint Label X Yft X Translational Restraint Y Translational Restraint Z Rotational Restraint Teem� t d 9 1 0.0 0.0 Fixed Fixed Fixed 0 2 0.0 3.660 0 3 5.0 0.0 Fixed Fixed Fixed 0 4 5.0 3.660 0 5 10.0 0.0 Fixed Fixed Fixed 0 6 10.0 3.660 0 Members... Member Endpoint Joints Member Releases Specify Connectivity of Member Ends to Joints Label Property Labe I Joint J Joint Length ft I End x y z (rotation) J End x y z (rotation) 1 2 Rail -Vert 1 2 3.660 Fixed Fixed Fixed Fixed Fixed Fixed 2-4 Rail -Horiz 2 4 5.000 Fixed Fixed Fixed Fixed Fixed Fixed 3-4 Rail Vert 3 4 3.660 Fixed Fixed Fixed Fixed Fixed Fixed 46 Rail -Horiz 4 6 5.000 Fixed Fixed Fixed Fixed Fixed Fixed 5-6 Rail -Vert 5 6 3.660 Fixed Fixed Fixed Fixed Fixed Fixed Member Stress Check Data... Member Unbraced Lengths Slenderness Factors AISC Bending & Stability Factors Label Lu : z ft Lu : y K : z K : y Cm Cb 1-2 3.660 3.660 1.00 1.00 Internal Internal 2-4 5.000 5.000 1.00 1.00 Internal Internal 3-4 3.660 3.660 1.00 1.00 Internal Internal 4-6 5.000 5.000 1.00 1.00 Internal Internal 5-6 3.660 3.660 1.00 1.00 Internal Internal Materials... Member Youngs Density Thermal Yield Label ksi kcf in/degr ksi 6061-T6 10,000.00 0.167 0.001230 35.00 6063-T5 10,000.00 0.167 0.001230 16.00 Default 1.00 0.000 0.000000 1.00 Steel 29,000.00 0.490 0.000650 50.00 Member Sections... Prop Label Group Tag Material Area Depth Width Ixx lyy 1.5" Handrail Rail -Horiz 6063-T5 0.2715 inA2 1.50 in 1.50 in 0.1745 inA4 0.1745 inA4 1.5-Vert Rail -Vert 6061-T6 0.9110 inA2 1.656 in 1.656 in 0.3550 inA4 0.3550 inA4 Default Group Default 1.0 inA2 0.0 in 0.0 in 1.0 inA4 1.0 inA4 Joint Loads.... Note: Loads labeled "Global Y" act downward (in "-Y" direction) Load Load Magnitude Joint Label Direction Dead Roof Live Live Snow Seismic Wind Earth 4 Global X 0.20 k Member Distributed Loads.... Note: Loads labeled "Global Y" act downward in "-Y" direction Member Load Load Extents Load Magnitude Label Direction Start ft End Dead Roof Live Live Snow Seismic Wind Earth 2-4 Global Y 0.0 Start Mag 5.0 End Mag 4-6 Global Y 0.0 Start Mag 5.0 End Mag 0.050 k/ft 0.050 k/ft 0.050 k/ft 0.050 k/ft Page 49 of 56 BRIGGS ENGINEERING, INC 5999 W STATE ST 'A' GARDEN CITY, ID 83703 208.344.9700 dean@briggs-engineering.com 0 Project Title: ACCESS DECK, RAMPS & STAIRS - VFZLZSM Engineer: Dean Briggs Jun 07 2021 Project ID: 202010.01.3 Project Descr:Standard Deck, Ramp & Stair Design CITY Or EDMONDS DEVELOPMENT SERVICES DEPARTMENT Printed: 27 AUG 2020, 2:01 PM 2-D Frame Software copyright ENERCALC, INC. 1983-2020, Build:12.20.5.31 Stress/Strength Load Combinations IBC 2012 Load Combination 0.2*Sds* Load Combination Factors Description Lambda Dead Seismic Roof Live Live Snow Wind Seismic Rho Earth +1.40D+1.60H 0.6 1.40 1.60 +1.20D+0.50Lr+1.60L+1.60H 0.8 1.20 0.50 1.60 1.60 +1.20D+1.60L+0.50S+1.60H 0.8 1.20 1.60 0.50 1.60 +1.20D+1.60Lr+0.50L+1.60H 0.8 1.20 1.60 0.50 1.60 +1.20D+1.60Lr+0.50W+1.60H 0.8 1.20 1.60 0.50 1.60 +1.20 D+0.50L+1.60S+1.60 H 0.8 1.20 0.50 1.60 1.60 +1.20D+1.60S+0.50W+1.60H 0.8 1.20 1.60 0.50 1.60 +1.20D+0.50Lr+0.50L+W+1.60 1 1.20 0.50 0.50 1.0 1.60 +1.20D+0.50L+0.50S+W+1.60H 1 1.20 0.50 0.50 1.0 1.60 +1.20D+0.50L+0.70S+E+1.60H 0.8 1.20 0.50 0.70 1.60 +0.90D+W+0.90H 1 0.90 1.0 0.90 +0.90D+E+0.90H 0.6 0.90 0.90 Reaction Load Combinations IBC 2012 Load Combination Load Combination Factors Description Dead Roof Live Live Snow Wind Seismic Earth +D+H 1.0 1.0 +D+L+H 1.0 1.0 1.0 +D+Lr+H 1.0 1.0 1.0 +D+S+H 1.0 1.0 1.0 +D+0.750Lr+0.750L+H 1.0 0.750 0.750 1.0 +D+0.750L+0.750S+H 1.0 0.750 0.750 1.0 +D+0.60W+H 1.0 0.60 1.0 +D+0.70E+H 1.0 0.70 1.0 +D+0.750Lr+0.750L+0.450W+H 1.0 0.750 0.750 0.450 1.0 +D+0.750L+0.750S+0.450W+H 1.0 0.750 0.750 0.450 1.0 +D+0.750L+0.750S+0.5250E+H 1.0 0.750 0.750 0.5250 1.0 +0.60D+0.60W+0.60H 0.60 0.60 0.60 +0.60D+0.70E+0.60H 0.60 0.70 0.60 D Only 1.0 Lr Only 1.0 L Only 1.0 S Only 1.0 W Only 1.0 E Only 1.0 H Only 1.0 Page 50 of 56 BRIGGS ENGINEERING, INC 5999 W STATE ST 'A' GARDEN CITY, ID 83703 208.344.9700 dean@briggs-engineering.com 0 Project Title: ACCESS DECK, RAMPS & STAIRS - VFZLZSM Engineer: Dean Briggs Jun 07 2021 Project ID: 202010.01.3 Project Descr:Standard Deck, Ramp & Stair Design CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Printed: 27 AUG 2020, 2:01 PM 2-D Frame Software copyright ENERCALC, INC. 1983-2020, Build:12.20.5.31 i.ii.1:1VICTei3:1014 'a Deflection Load Combinations IBC 2012 Load Combination Load GOmbinatIon Factors Description Dead Roof Live Live Snow Wind Seismic Earth +D+H 1.0 1.0 +D+L+H 1.0 1.0 1.0 +D+Lr+H 1.0 1.0 1.0 +D+S+H 1.0 1.0 1.0 +D+0.750Lr+0.750L+H 1.0 0.750 0.750 1.0 +D+0.750L+0.750S+H 1.0 0.750 0.750 1.0 +D+0.60W+H 1.0 0.60 1.0 +D+0.70E+H 1.0 0.70 1.0 +D+0.750Lr+0.750L+0.450W+H 1.0 0.750 0.750 0.450 1.0 +D+0.750L+0.750S+0.450W+H 1.0 0.750 0.750 0.450 1.0 +D+0.750L+0.750S+0.5250E+H 1.0 0.750 0.750 0.5250 1.0 +0.60D+0.60W+0.60H 0.60 0.60 0.60 +0.60D+0.70E+0.60H 0.60 0.70 0.60 D Only 1.0 Lr Only 1.0 L Only 1.0 S Only 1.0 W Only 1.0 E Only 1.0 H Only 1.0 Joint Displacements by Load Combination : Joint Displacements Joint Label Load Combination X y Z in in Radians 1 U.0 U.0 U.0 2 0.0 0.0 0.0 3 0.0 0.0 0.0 4 0.0 0.0 0.0 5 0.0 0.0 0.0 6 0.0 0.0 0.0 1 L Only 0.0 0.0 0.0 2 L Only 0.2406-0.000434-0.008412 3 L Only 0.0 0.0 0.0 4 L Only 0.2412-0.001285-0.003632 5 L Only 0.0 0.0 0.0 6 L Only 0.2392-0.000691-0.002681 1 +0.750L 0.0 0.0 0.0 2 +0.750L 0.1805-0.000326-0.006309 3 +0.750L 0.0 0.0 0.0 4 +0.750L 0.1809-0.000964-0.002724 5 +0.750L 0.0 0.0 0.0 6 +0.750L 0.1794-0.000519-0.002011 Joint Reactions by Load Combination Joint Label 1 2 3 4 5 6 1 2 3 4 5 6 Joint Reactions Load Combination X Y Z k k k-ft L Only-0.02811 0.09006 0.1081 L Only L Only-0.08120 0.2665 0.1731 L Only L Only-0.09069 0.1434 0.1840 L Only Page 51 of 56 BRIGGS ENGINEERING, INC 5999 W STATE ST 'A' GARDEN CITY, ID 83703 208.344.9700 dean@briggs-engineering.com 0 Project Title: ACCESS DECK, RAMPS & STAIRS - VRESM Engineer: Dean Briggs Jun 07 2021 Project ID: 202010.01.3 Project Descr: Standard Deck, Ramp & Stair Design CITY OFEDMONDS DEVELOPMENT SERVICES DEPARTMENT Printed: 27 AUG 2020, 2:01 PM 2-D Frame Software copyright ENERCALC, INC. 1983-2020, Build:12.20.5.31 i.ii. +0.750L1 -0.02108 0.06754 0.08107 1 Page 52 of 56 BRIGGS ENGINEERING, INC 5999 W STATE ST 'A' GARDEN CITY, ID 83703 208.344.9700 dean@briggs-engineering.com 0 Project Title: ACCESS DECK, RAMPS & STAIRS - VRECSM Engineer: Dean Briggs Jun 07 2021 Project ID: 202010.01.3 Project Descr: Standard Deck, Ramp & Stair Design CITY OFEDMONDS DEVELOPMENT SERVICES DEPARTMENT Printed: 27 AUG 2020, 2:01 PM 2-D Frame Software copyright ENERCALC, INC. 1983-2020, Build:12.20.5.31 Joint Reactions by Load Combination : Joint Reactions Joint Label Load Combination X Y z k k k-ft 2 +0.750L 3 +0.750L -0.06090 0.1999 0.1298 4 +0.750L 5 +0.750L -0.06802 0.1076 0.1380 6 +0.750L Member End Forces by Load Combination : Member Load Combination Joint " I " End Forces Joint " J " End Forces Label Axial Shear Moment Axial Shear Moment k k k-ft k k k-ft 1-2 0.0 0.0 0.0 0.0 0.0 0.0 2-4 0.0 0.0 0.0 0.0 0.0 0.0 3-4 0.0 0.0 0.0 0.0 0.0 0.0 4-6 0.0 0.0 0.0 0.0 0.0 0.0 5-6 0.0 0.0 0.0 0.0 0.0 0.0 1-2 +1.60L 0.1441 0.04497 0.1730 -0.1441 -0.04497 -0.008352 2-4 +1.60L -0.04497 0.1441 0.008352 0.04497 0.2559 -0.2879 3-4 +1.60L 0.4264 0.1299 0.2769 -0.4264 -0.1299 0.1986 4-6 +1.60L 0.1451 0.1705 0.08931 -0.1451 0.2295 -0.2367 5-6 +1.60L 0.2295 0.1451 0.2944 -0.2295 -0.1451 0.2367 1-2 +0.50L 0.04503 0.01405 0.05405 -0.04503 -0.01405 -0.002610 2-4 +0.50L -0.01405 0.04503 0.002610 0.01405 0.07997 -0.08997 3-4 +0.50L 0.1333 0.04060 0.08653 -0.1333 -0.04060 0.06207 4-6 +0.50L 0.04535 0.05329 0.02791 -0.04535 0.07171 -0.07395 5-6 +0.50L 0.07171 0.04535 0.09201 -0.07171 -0.04535 0.07395 Extreme Member Forces Only Load Combinations giving maximum values are listed Mmbr Label Axial Dist from "I" Joint Moment Dist from "I" Joint Shear Dist from "I" Joint 1-2 -0.04503 k 0.0 ft 0.1730 k-ft 0.0 ft 0.04497 k 0.0 ft Max +0.50L +1.60L +1.60L 1-2 0.1441 k 0.0 ft 0.002610 k-ft 3.660 ft 0.01405 k 0.0 ft Min + 1.60L +0.50L +0.50L 2-4 0.04497 k 0.0 ft 0.2879 k-ft 5.0 ft 0.1441 k 0.0 ft Max +1.60L +1.60L +1.60L 2-4 0.01405 k 0.0 ft 0.1214 k-ft 1.837 ft 0.2559 k 5.0 ft Min +0.50L +1.60L +1.60L 3-4 0.1333 k 0.0 ft 0.2769 k-ft 0.0 ft 0.1299 k 0.0 ft Max +0.50L +1.60L +1.60L 3-4 0.4264 k 0.0 ft 0.1986 k-ft 3.660 ft 0.04060 k 0.0 ft Min +1.60L +1.60L +0.50L 4-6 0.04535 k 0.0 ft 0.2367 k-ft 5.0 ft 0.1705 k 0.0 ft Max +0.50L +1.60L +1.60L 4-6 0.1451 k 0.0 ft 0.09244 k-ft 2.143 ft 0.2295 k 5.0 ft Min + 1.60L + 1.60L + 1.60L 5-6 0.07171 k 0.0 ft 0.2944 k-ft 0.0 ft 0.1451 k 0.0 ft Max +0.50L + 1.60L + 1.60L 5-6 0.2295 k 0.0 ft 0.2367 k-ft 3.660 ft 0.04535 k 0.0 ft Min +1.60L +1.60L +0.50L Member Stress Checks... Stress Checks per AISC 360-16 & NDS 2018 Memberl Section Material Max. Axial + Bending Stress Ratios Max. Shear Stress Ratios Label I Label Load Combination Ratio Status Dist yt) Load Combination Ratio Status Dist (ft) 1-2 Hall -Vert Steel +1.bUL 0.13/ F Abb U.UU +I.bUL U.UUb F+H55 U.UU 2-4 Rail -Horiz Steel +1.60L 0.870 PASS 5.00 +1.60L 0.262 PASS 5.00 3-4 Rail -Vert Steel +1.60L 0.226 PASS 0.00 +1.60L 0.022 PASS 0.00 4-6 Rail -Horiz Steel +1.60L 0.735 PASS 5.00 +1.60L 0.235 PASS 5.00 5-6 Rail -Vert Steel +1.60L 0.232 PASS 0.00 +1.60L 0.025 PASS 0.00 Page 53 of 56 BRIGGS ENGINEERING, INC 5999 W STATE ST 'A' GARDEN CITY, ID 83703 208.344.9700 dean@briggs-engineering.com 0 2-D Frame Project Title: ACCESS DECK, RAMPS & STAIRS - VRESM Engineer: Dean Briggs Jun 07 2021 Project ID: 202010.01.3 Project Descr:Standard Deck, Ramp & Stair Design CITY OFEDMONDS DEVELOPMENT SERVICES DEPARTMENT Printed: 27 AUG 2020, 2:01 PM Software copvriaht ENERCALC, INC. 1983-2020, Build:12.20.5.31 Page 54 of 56 BRIGGS ENGINEERING, INC 5999 W STATE ST 'A' GARDEN CITY, ID 83703 208.344.9700 dean@briggs-engineering.com 0 Project Title: ACCESS DECK, RAMPS & STAIRS - VFZLZSM Engineer: Dean Briggs Jun 07 2021 Project ID: 202010.01.3 Project Descr:Standard Deck, Ramp & Stair Design CITY Or EDMONDS DEVELOPMENT SERVICES DEPARTMENT Printed: 27 AUG 2020, 2:01 PM Steel Column Software copyright ENERCALC, INC. 1983-2020, Build:12.20.5.31 DESCRIPTIO Ramp Guardrail Post - 10' Section Middle Post Perpendicular Loading Governs -Aluminum 6061-T6 Code References Calculations per AISC 360-16, IBC 2018, CBC 2019, ASCE 7-16 Load Combinations Used : IBC 2012 General Information Steel Section Name : 1.5-Vert Overall Column Height 3.330 ft Analysis Method : Allowable Strength Top & Bottom Fixity Top Free, Bottom Fixed Steel Stress Grade Brace condition for deflection (buckling) along columns Fy : Steel Yield 35.0 ksi X-X (width) axis : E : Elastic Bending Modulus 10,000.0 ksi Unbraced Length for buckling ABOUT Y-Y Axis = 3.330 it, K = 2.0 Y-Y (depth) axis : Unbraced Length for buckling ABOUT X-X Axis = 3.330 it, K = 1.0 Applied Loads Service loads entered. Load Factors will be applied for calculations. Column self weight included : 3.596 Ibs' Dead Load Factor AXIAL LOADS ... Railing Vertical Column: Axial Load at 3.330 ft, L = 0.250 k BENDING LOADS ... Handrail Concentrated Load: Lat. Point Load at 3.330 ft creating Mx-x, L = 0.20 k DESIGN SUMMARY Bending & Shear Check Results PASS Max. Axial+Bending Stress Ratio = 0.8093 : 1 Maximum Load Reactions . . Load Combination +D+L+H Top along X-X k Location of max.above base 0.0 ft Bottom along X-X k At maximum location values are ... Top along Y-Y k Pa: Axial 0.2536 k Bottom along Y-Y k Pn / Omega: Allowable 2.656 k Ma-x : Applied -0.6660 k-ft Maximum Load Deflections ... Mn-x / Omega: Allowable 0.8745 k-ft Along Y-Y in at ft above base for load combination : Ma-y :Applied 0.0 k-ft Mn-y / Omega: Allowable 0.8745 k-ft Along X-X in at ft above base for load combination PASS Maximum Shear Stress Ratil 0.04291 : 1 Load Combination +D+L+H Location of max.above base 0.0 ft At maximum location values are ... Va : Applied 0.20 k Vn / Omega: Allowable 4.661 k Load Combination Results Maximum Axial + Bending Stress Ratios Maximum Shear Ratios Load Combination Stress RatioStatus Location Cbx Cloy <xLx/Rx <yLy/Ry Stress RatioStatus Location Maximum Reactions Note: Only non -zero reactions are listed. Axial Reaction X-X Axis Reaction k Y-Y Axis Reaction Mx - End Moments k-ft My - End Moments Load Combination @ Base @ Base @ Top @ Base @ Top @ Base @ Top @ Base @ Top Extreme Reactions Axial Reaction X-X Axis Reaction k Y-Y Axis Reaction Mx - End Moments k-ft My - End Moments Item Extreme Value @ Base @ Base @ Top @ Base @ Top @ Base @ Top @ Base @ Top Maximum Deflections for Load Combinations Load Combination Max. X-X Deflection Distance Max. Y-Y Deflection Distance Steel Section Properties : 1.5-Vert Page 55 of 56 BRIGGS ENGINEERING, INC 5999 W STATE ST 'A' GARDEN CITY, ID 83703 208.344.9700 dean@briggs-engineering.com 0 Project Title: ACCESS DECK, RAMPS & STAIRS - VFZLZSM Engineer: Dean Briggs Jun 07 2021 Project ID: 202010.01.3 Project Descr:Standard Deck, Ramp & Stair Design CITY OFEDMONDS DEVELOPMENT SERVICES DEPARTMENT Printed: 27 AUG 2020, 2:01 PM Steel Column Software copyright ENERCALC, INC. 1983-2020, Build:12.20.5.31 ,.,,. DESCRIPTIO Ramp Guardrail Post - 10' Section Middle Post Perpendicular Loading Governs -Aluminum 6061-T6 Steel Section Properties : 1.5-Vert Depth = 1.656 in I xx = 0.36 inA4 J = 0.710 inA4 Design Thick = 0.156 in S xx = 0.41 inA3 Width = 1.656 in R xx = 0.599 in Wall Thick = 0.168 in Zx = 0.501 inA3 Area = 0.911 inA2 Iyy = 0.355 inA4 C = 0.050inA3 Weight = 1.080 plf S yy = 0.405 inA3 R yy = 0.599 in Ycg Sketches 0.000 in +y +X 0z R25 dL Page 56 of 56