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Item 7 - Structural CalculationsPROJECT: LOCATION: STRUCTURE:45 ft x 55 ft x 12 ft USA SHADE & Fabric Structures 2580 Esters Blvd, Suite 100. DFW Airport, TX 75261 (800)966-5005 usa-shade.com STRUCTURAL CALCULATIONS EUBANKS ES SOUTHLAKE, TX OVERSIZED HIP UNIT May 9, 2025 Digitally signed by Thomas R. Sadler Date: 2025.05.19 '13:45:48 -05'00 I N D E X GENERAL INFORMATION ANALYSIS ASSUMPTIONS AND DESIGN PARAMETERS WIND FORCE CALCULATION DRILLED PIER FOOTING DESIGN RISA-3D ANALYSIS GRAPHIC INPUT:Isometric / Projected views Member and Node Numbers Basic Load Conditions (selected) TEXT REPORT:Global Information Materials Joint Coordinates Member Data Sections Boundary Conditions Basic Load Cases (BLC) Summary Load Combination (LC) Summary Envelope Reactions Envelope Member AISC Code check Material Takeoff GRAPHIC OUTPUT: Envelope Member AISC Code Check ALTERNATE SPREAD FOOTING DESIGN GENERAL INFORMATION USA Shade Units are constructed from shop-welded Structural Hollow Steel Shapes Sections and Plate Materials. Primary pieces such as Columns, Rafters or Ridges are field bolt connected unless noted otherwise. Once the steel frame is properly erected one or more pieces of HDPE fabric are stretched using sleeve-embedded wirerope cables until the fabric reach a rigid appearance and is securely anchored to the corners and/or edges of the steel frame. The structural analysis of this type of frame supported membrane requires acknowledge that loads applied to the fabric may induce a combination of non- uniform pressure against the HSS members and tension on the cables. This is especially critical when loads such as wind uplift act upon the fabric surface when the attachment is at the steel frame corners (see graphic below). Our Structural analysis approach is to create a web of compression-only members (low or no resistance to tension) linking fabric plate elements to the steel frame at various points through the model. This will provide a more realistic loading mechanism with forces acting on different directions on the steel frame. Corner details show an example of a typical case when the fabric deflects under live load (pressing downward on the rafters on Figure 1a) or uplift wind (Figure 1b). Uplift forces are carried to the frame corner as tension on the cables rather than an otherwise assumed upward uniform load applied to the rafters. Figure 1b.Figure 1a. PARAMETERS AND ASSUMPTIONS: 1)CODE COMPLIANCE:IBC 2021, ASCE 7-16, ACI 318-19 & AISC 360-16 ASD 15TH Ed. 2)DESIGN SOFTWARE:Risa3D 22.0 & RISA 14 3)BASIC LOAD CONDITIONS: A)Dead Load (DL):Selfweight is calculated by the program. B)Roof Live Load (RLL):5 psf applied to the fabric. C)Snow Load:ǣ͙Ǥ D)Wind Load:Basic wind speed (V):115 MPH based on the ASCE 7-16 basic wind speed map 26.5-1B for 3 sec gust, Risk Category II & Exposure C. Refer to next page for detailed Wind Forces calculation. E)Seismic Load: Seismic Design Category:D Building Risk Category :Type II Site Class: D Seismic Risk Category:II Seismic Response coefficient (Cs): 0.53 Structure DL (see take-off report):4,204 lbs Design Base Shear:V= Cs (W) =2,228 lbs 4)LOAD COMBINATIONS: DL + LL 0.6 DL + WL (UPLIFT) DL + 0.6 WL (XA)DL + 0.75 [ LL + 0.6 WL (XA) ] DL + 0.6 WL (ZA) DL + 0.75 [ LL + 0.6 WL (ZA) ] DL + 0.6 WL (XB)DL + 0.75 [ LL + 0.6 WL (XB) ] DL + 0.6 WL (ZB) DL + 0.75 [ LL + 0.6 WL (ZB) ] 5)SOILS PARAMETERS: Per section 1806 and assuming Material Classification Number 5: a) Vertical Foundation Pressure:1,500 psf b) Lateral Bearing Pressure:100 psf (2x Allowed by 1806.3.4) c) A skin friction of 250 PSF is assumed based on section 1810.3.3.1.4 Seismic loads are usually smaller than Wind loads for light steel frames, and will not govern the lateral analysis. Response Modification Coeff: (Cantilevered Column special frame) (Ra=2 1/2) Spectral response coefficients: SDS = 1.33 & SD1 = 1 (based on worst case conditions of 2.0g and 1.0g for Ss and S1 respectively) WIND FORCE CALCULATION: Per IBC 2021 section 1609.1.1 , Wind loads on every building or structure shall be determined in accordance with Chapter 26 through 30 of ASCE 7-16. Per ASCE 7-16 Chapter 27.3.2 (Directional Procedure): p = qh x G x CN qh = 0.00256 x Kz x Kzt x Kd x Ke x V2 Kz = 0.85 Kzt = (1 + K1 x K2 x K3 )2 K1 = 0.00 K2 = 1.00 K3 = 1.00 Kzt = (1 + 0.00)2 = 1.00 Kd = 0.85 Ke = 1.00 V fabric on= 115 MPH [FABRIC ON] Per IBC 2021 Eq 16-17, the ASD Wind Load is μ0.6*V =89 MPH qz = 0.00256 x 0.85 x 1.00 x 1.00 x 0.85 x 115 2 =24.46 PSF [FABRIC ON] G = 0.85 From Figure 27.3-5: Clear wind flow, Roof Angle Ʌ=22.5°, Wind direction ɀ=0° ,180° Load Case A CNW = 1.1 Load Case A CNL = 0.1 Load Case B CNW = -0.1 Load Case B CNL =-0.8 Load Case A p = 24.46 x 0.85 x 1.1 =23 PSF 115 MPH WINDWARD (FABRIC ON) p = 24.46 x 0.85 x 0.1 =2 PSF 115 MPH LEEWARD (FABRIC ON) Load Case B p = 24.46 x 0.85 x (-0.1) =-2 PSF 115 MPH WINDWARD (FABRIC ON) p = 24.46 x 0.85 x (-0.8) =-17 PSF 115 MPH LEEWARD (FABRIC ON) Worst Case F = 24.46 x 0.85 x 1.1 x Af=22.9 PSF x Tributary Vertical Projected Area Wind forces obtained govern the lateral design of this steel frame, since seismic base shear value is lbs total.2,228 DRILLED PIER FOOTING DESIGN 1.0 Non-Constrained Case Computation of Cast in Place Concrete Footing according to IBC 2021 Vertical Lateral Foundation Bearing Pressure (psf) lbs/ft 2 /ft 1. Massive crystalline bedrock 12000 1200 2. Sedimentary and foliated rock 4000 400 3. Sandy gravel and/or gravel (GW and GP) 3000 200 4. Sand, silty sand, clayey sand, silty gravel and clayey gravel (SW, SP, SM, SC, GM and GC) 2000 150 5. Clay, sandy clay, silty clay, and clayey silt Double this value is (CL, ML, MH, and CH) 1500 100 allowed section 1806.3.4 Type of soil to use: 5 1500 200 1807.3.2.1 Nonconstrained Case Design Reactions, Worst Case (refer to envelope joint reactions) Max Moment =18016 lb-ft Max Shear (P)=1859 lb, applied lateral force Max Axial =6432 lb Max Uplift =-2454 lb Then: b =2.5 diameter of round post or footing or diagonal dimension of square post or footing, feet d =7.8 depth of embedment in earth in feet but not over 12 ft for purpose of computing lateral pressure (change until it matches formula obtained value) h =9.7 distance in ft from ground surface to point of application of "P", calculated as Max Moment / Max Shear = 18016 / 1859 S 1 = 520.0 allowable lateral soil-bearing pressure as set forth in Table 1806.2 based on a depth of one third the depth of embedment A = 3.35 and: Match at:7.8 ft d =9.0 ft Axial Loading Check: Area of footing = 4.9 ft 2 Minimum Vertical Reinforcing Steel: Volume of Footing = 44.2 ft 3 As min = 3.53 in 2 Weight = 6405.9 lbs # bar =8 Max Axial Load =6432.0 lbs Qty = 5 Total vertical Load = 12837.9 lbs ASR= 250.0 psf ASR=Allowable Shaft Resistance Section 1810.3.3.1.4 (max 500 psf) Friction Resistance= 13744.5 lbs Excluding upper two feet Actual Load= -906.6 lbs Actual Pressure = -184.7 psf OK is less than allowable Pier Weight +Friction =6716.81 lbs Using a safety factor of 3 Max Uplift =2454.00 lbs Actual Lift Force =-4262.81 psf OK is less than allowable Use a footing with 2.5 ft. Diameter and a minimum of 9.0 ft. Deep Table 1806.2 The following formula may be used in determining the depth of embedment required to resist lateral loads where NO constraint is provided at the ground surface such as rigid floor or rigid ground surface pavement. Class of Materials RISA-3D Version 22 [ 45x55x12 OVERSIZE HIP IBC 2021.r3d ] Pa e 1 RISA-3D Version 22 [ 45x55x12 OVERSIZE HIP IBC 2021.r3d ] Pa e 2 RISA-3D Version 22 [ 45x55x12 OVERSIZE HIP IBC 2021.r3d ] Pa e 3 RISA-3D Version 22 [ 45x55x12 OVERSIZE HIP IBC 2021.r3d ] Pa e 4 RISA-3D Version 22 [ 45x55x12 OVERSIZE HIP IBC 2021.r3d ] Page 5 RISA-3D Version 22 [ 45x55x12 OVERSIZE HIP IBC 2021.r3d ] Page 6 RISA-3D Version 22 [ 45x55x12 OVERSIZE HIP IBC 2021.r3d ] Page 7 RISA-3D Version 22 [ 45x55x12 OVERSIZE HIP IBC 2021.r3d ] Page 8 RISA-3D Version 22 45x55x12 OVERSI E IP IBC 2021.r3d Page 9 RISA-3D Version 22 45x55x12 OVERSI E IP IBC 2021.r3d Page 10 Company Designer Job Number Model Name : : : : USA Shade and Fabric Structures GZ 45x55x12 OVERSIZED HIP Checked By : __________ RISA-3D Version 22 [ 45x55x12 OVERSIZE HIP IBC 2021.r3d ] Page 11 ode Se ings Number of Reported Sections 5 Number of Internal Sections 100 Member Area Load Mesh Size (in2)144 Consider Shear Deformation Yes Consider Torsional Warping Yes Approximate Mesh Size (in)12 Transfer Forces Between Intersecting Wood Walls Yes Increase Wood Wall Nailing Capacity for Wind Loads Yes Include P-Delta for Walls Yes Optimize Masonry and Wood Walls No Maximum Number of Iterations 3 Single No Multiple (Optimum)Yes Maximum No Global Axis corresponding to vertical direction Y Convert Existing Data Yes Default Global Plane for z-axis XZ Plate Local Axis Orientation Nodal Hot Rolled Steel AISC 15th (360-16): ASD Stiffness Adjustment Yes (Iterative) Notional Annex None Connections None Cold Formed Steel None Stiffness Adjustment Yes (Iterative) Wood None Temperature < 100F Concrete ACI 318-19 Masonry None Aluminum None Structure Type Building Stiffness Adjustment Yes (Iterative) Stainless None Stiffness Adjustment Yes (Iterative) Compression Stress Block Rectangular Stress Block Analyze using Cracked Sections Yes Leave room for horizontal rebar splices (2*d bar spacing)Yes List forces which were ignored for design in the Detail Report Yes Column Min Steel 1 Column Max Steel 8 Rebar Material Spec ASTM A615 Warn if beam-column framing arrangement is not understood No Number of Shear Regions 4 Region 2 & 3 Spacing Increase Increment (in)4 Code None Base Elevation (ft) Include the weight of the structure in base shear calcs No Company Designer Job Number Model Name : : : : USA Shade and Fabric Structures GZ 45x55x12 OVERSIZED HIP Checked By : __________ RISA-3D Version 22 [ 45x55x12 OVERSIZE HIP IBC 2021.r3d ] Page 12 ode Se ings Con in ed T Z (sec) T X (sec) CtZ 0.035 CtX 0.035 R Z 2.5 R X 2.5 Company Designer Job Number Model Name : : : : USA Shade and Fabric Structures GZ 45x55x12 OVERSIZED HIP Checked By : __________ RISA-3D Version 22 [ 45x55x12 OVERSIZE HIP IBC 2021.r3d ] Page 13 Ho Ro ed S ee Pro er ies Label E [ksi] G [ksi] Nu Therm. Coeff. [1e຿°Fࢡ¹] Density [k/ft³] Yield [ksi] Ry Fu [ksi] Rt 1 50KSI 29000 11154 0.3 0.65 0.49 50 1.1 58 1.2 2 WIREROPE 12000 0.3 0.65 0 86 1.1 58 1.2 enera a eria s Pro er ies Label E [ksi] Nu Therm. Coeff. [1e຿°Fࢡ¹] Density [k/ft³] Plate Methodology 1 LINK 1e+6 0.3 0.65 0 Isotropic 2 FABRIC 1500 0.5 0.65 0.002 Isotropic 3 C-ONLY 10 0.3 0.65 0 Isotropic ode Coordina es Label X [ft] Y [ft] Z [ft] Detach From Diaphragm 1 N1 22.5 19.48 14.781 2 N2 22.5 19.48 40.219 3 N3 45 12 0 4 N4 0 12 0 5 N5 0 12 55 6 N6 45 12 55 7 N7 22.5 19.48 37.038 8 N8 22.5 19.48 33.859 9 N9 22.5 19.48 30.679 10 N10 22.5 19.48 27.138 11 N11 22.5 19.48 23.583 12 N12 22.5 19.48 20.402 13 N13 22.5 19.48 17.223 14 N14 25.312 18.545 12.934 15 N15 28.123 17.611 11.087 16 N16 30.936 16.675 9.239 17 N17 33.749 15.74 7.391 18 N18 36.562 14.805 5.543 19 N19 39.374 13.87 3.696 20 N20 42.188 12.935 1.847 21 N21 25.312 18.545 42.066 22 N22 28.123 17.611 43.913 23 N23 30.936 16.675 45.761 24 N24 33.749 15.74 47.609 25 N25 36.562 14.805 49.457 26 N26 39.374 13.87 51.304 27 N27 42.188 12.935 53.153 28 N28 3.349 13.512 7.506 29 N29 3.732 13.639 13.918 30 N30 3.963 13.716 20.337 31 N31 4.04 13.741 27.138 32 N32 3.963 13.716 33.925 33 N33 3.732 13.639 40.344 34 N34 3.349 13.512 46.756 35 N35 5.954 14.378 8.901 36 N36 6.191 14.456 14.851 37 N37 6.332 14.503 20.806 38 N38 6.378 14.519 27.138 39 N39 6.332 14.503 33.456 40 N40 6.191 14.456 39.409 41 N41 5.954 14.378 45.36 Company Designer Job Number Model Name : : : : USA Shade and Fabric Structures GZ 45x55x12 OVERSIZED HIP Checked By : __________ RISA-3D Version 22 [ 45x55x12 OVERSIZE HIP IBC 2021.r3d ] Page 14 ode Coordina es Con in ed Label X [ft] Y [ft] Z [ft] Detach From Diaphragm 42 N42 8.63 15.267 10.292 43 N43 8.766 15.313 15.781 44 N44 8.848 15.34 21.271 45 N45 8.875 15.349 27.138 46 N46 8.848 15.34 32.991 47 N47 8.766 15.313 38.481 48 N48 8.63 15.267 43.97 49 N49 11.364 16.176 11.679 50 N50 11.447 16.204 16.705 51 N51 11.497 16.22 21.733 52 N52 11.512 16.226 27.138 53 N53 11.497 16.22 32.528 54 N54 11.447 16.204 37.556 55 N55 11.364 16.176 42.583 56 N56 14.062 17.074 13.066 57 N57 14.062 17.074 17.631 58 N58 14.062 17.074 22.197 59 N59 14.062 17.074 27.138 60 N60 14.062 17.074 32.065 61 N61 14.062 17.074 36.631 62 N62 14.062 17.074 41.196 63 N63 16.875 18.009 14.452 64 N64 16.875 18.009 18.555 65 N65 16.875 18.009 22.658 66 N66 16.875 18.009 27.138 67 N67 16.875 18.009 31.603 68 N68 16.875 18.009 35.707 69 N69 16.875 18.009 39.81 70 N70 19.687 18.944 15.837 71 N71 19.687 18.944 19.478 72 N72 19.687 18.944 23.12 73 N73 19.687 18.944 27.138 74 N74 19.687 18.944 31.142 75 N75 19.687 18.944 34.784 76 N76 19.687 18.944 38.424 77 N77 19.688 18.545 12.934 78 N78 16.877 17.611 11.087 79 N79 14.064 16.675 9.239 80 N80 11.251 15.74 7.391 81 N81 8.438 14.805 5.543 82 N82 5.626 13.87 3.696 83 N83 2.812 12.935 1.847 84 N84 19.688 18.545 42.066 85 N85 16.877 17.611 43.913 86 N86 14.064 16.675 45.761 87 N87 11.251 15.74 47.609 88 N88 8.438 14.805 49.457 89 N89 5.626 13.87 51.304 90 N90 2.812 12.935 53.153 91 N91 2.812 13.333 53.153 92 N92 5.625 13.471 52.879 93 N93 8.437 13.587 52.649 94 N94 11.25 13.683 52.461 95 N95 14.062 13.757 52.315 96 N96 16.875 13.81 52.211 Company Designer ob Number Model Name : : : : USA Shade and Fabric Structures G 45x55x12 OVERS ED H P Checked y : R SA-3D Version 22 45x55x12 OVERS E H P C 2021.r3d Page 15 Node Coordinates (Continued) Label ft ft ft Detach F rom Diaphragm 97 N97 19.687 13.842 52.148 98 N98 22.5 13.852 52.128 99 N99 25.312 13.842 52.148 100 N100 28.125 13.81 52.211 101 N101 30.937 13.757 52.315 102 N102 33.75 13.683 52.461 103 N103 36.562 13.587 52.649 104 N104 39.375 13.471 52.879 105 N105 5.625 14.268 51.304 106 N106 8.437 14.359 51.125 107 N107 11.25 14.433 50.979 108 N108 14.062 14.491 50.866 109 N109 16.875 14.531 50.784 110 N110 19.687 14.556 50.735 111 N111 22.5 14.565 50.719 112 N112 25.312 14.556 50.735 113 N113 28.125 14.531 50.784 114 N114 30.937 14.491 50.866 115 N115 33.75 14.433 50.979 116 N116 36.562 14.359 51.125 117 N117 8.437 15.203 49.457 118 N118 11.25 15.257 49.351 119 N119 14.062 15.298 49.269 120 N120 16.875 15.328 49.211 121 N121 19.687 15.346 49.176 122 N122 22.5 15.351 49.163 123 N123 25.312 15.346 49.176 124 N124 28.125 15.328 49.211 125 N125 30.937 15.298 49.269 126 N126 33.75 15.257 49.351 127 N127 11.25 16.138 47.609 128 N128 14.062 16.138 47.609 129 N129 16.875 16.138 47.609 130 N130 19.687 16.138 47.609 131 N131 22.5 16.138 47.609 132 N132 25.312 16.138 47.609 133 N133 28.125 16.138 47.609 134 N134 30.937 16.138 47.609 135 N135 14.062 17.074 45.761 136 N136 16.875 17.074 45.761 137 N137 19.687 17.074 45.761 138 N138 22.5 17.074 45.761 139 N139 25.312 17.074 45.761 140 N140 28.125 17.074 45.761 141 N141 16.875 18.009 43.913 142 N142 19.687 18.009 43.913 143 N143 22.5 18.009 43.913 144 N144 25.312 18.009 43.913 145 N145 19.687 18.944 42.066 146 N146 22.5 18.944 42.066 147 N147 42.187 12.609 54.585 148 N148 39.375 12.79 54.227 149 N149 36.562 12.942 53.926 150 N150 33.75 13.067 53.679 151 N151 30.937 13.163 53.488 Company Designer ob Number Model Name : : : : USA Shade and Fabric Structures G 45x55x12 OVERS ED H P Checked y : R SA-3D Version 22 45x55x12 OVERS E H P C 2021.r3d Page 16 Node Coordinates (Continued) Label ft ft ft Detach F rom Diaphragm 152 N152 28.125 13.232 53.352 153 N153 25.312 13.274 53.271 154 N154 22.5 13.287 53.244 155 N155 19.687 13.274 53.271 156 N156 16.875 13.232 53.352 157 N157 14.062 13.163 53.488 158 N158 11.25 13.067 53.679 159 N159 8.437 12.942 53.926 160 N160 5.625 12.79 54.227 161 N161 2.812 12.609 54.585 162 N162 0 12.398 55 163 N163 0.918 12.704 48.168 164 N164 1.576 12.922 41.299 165 N165 1.971 13.054 34.405 166 N166 2.103 13.098 27.138 167 N167 1.971 13.054 19.855 168 N168 1.576 12.922 12.963 169 N169 0.918 12.704 6.094 170 N170 42.187 12.609 0.415 171 N171 39.375 12.79 0.773 172 N172 36.562 12.942 1.074 173 N173 33.75 13.067 1.321 174 N174 30.937 13.163 1.512 175 N175 28.125 13.232 1.648 176 N176 25.312 13.274 1.729 177 N177 22.5 13.287 1.756 178 N178 19.687 13.274 1.729 179 N179 16.875 13.232 1.648 180 N180 14.062 13.163 1.512 181 N181 11.25 13.067 1.321 182 N182 8.437 12.942 1.074 183 N183 5.625 12.79 0.773 184 N184 0 12.398 0 185 N185 2.812 12.609 0.415 186 N186 39.375 13.471 2.121 187 N187 36.562 13.587 2.351 188 N188 33.75 13.683 2.539 189 N189 30.937 13.757 2.685 190 N190 28.125 13.81 2.789 191 N191 25.312 13.842 2.852 192 N192 22.5 13.852 2.872 193 N193 19.687 13.842 2.852 194 N194 16.875 13.81 2.789 195 N195 14.062 13.757 2.685 196 N196 11.25 13.683 2.539 197 N197 8.437 13.587 2.351 198 N198 2.812 13.333 1.847 199 N199 5.625 13.471 2.121 200 N200 36.562 14.359 3.874 201 N201 33.75 14.433 4.021 202 N202 30.937 14.491 4.134 203 N203 28.125 14.531 4.216 204 N204 25.312 14.556 4.265 205 N205 22.5 14.565 4.281 206 N206 19.687 14.556 4.265 Company Designer ob Number Model Name : : : : USA Shade and Fabric Structures G 45x55x12 OVERS ED H P Checked y : R SA-3D Version 22 45x55x12 OVERS E H P C 2021.r3d Page 17 Node Coordinates (Continued) Label ft ft ft Detach F rom Diaphragm 207 N207 16.875 14.531 4.216 208 N208 14.062 14.491 4.134 209 N209 11.25 14.433 4.021 210 N210 5.625 14.268 3.696 211 N211 8.437 14.359 3.874 212 N212 33.75 15.257 5.649 213 N213 30.937 15.298 5.731 214 N214 28.125 15.328 5.789 215 N215 25.312 15.346 5.824 216 N216 22.5 15.351 5.837 217 N217 19.687 15.346 5.824 218 N218 16.875 15.328 5.789 219 N219 14.062 15.298 5.731 220 N220 8.437 15.203 5.543 221 N221 11.25 15.257 5.649 222 N222 30.937 16.138 7.391 223 N223 28.125 16.138 7.391 224 N224 25.312 16.138 7.391 225 N225 22.5 16.138 7.391 226 N226 19.687 16.138 7.391 227 N227 16.875 16.138 7.391 228 N228 11.25 16.138 7.391 229 N229 14.062 16.138 7.391 230 N230 28.125 17.074 9.239 231 N231 25.312 17.074 9.239 232 N232 22.5 17.074 9.239 233 N233 19.687 17.074 9.239 234 N234 14.062 17.074 9.239 235 N235 16.875 17.074 9.239 236 N236 25.312 18.009 11.087 237 N237 22.5 18.009 11.087 238 N238 16.875 18.009 11.087 239 N239 19.687 18.009 11.087 240 N240 19.687 18.944 12.934 241 N241 22.5 18.944 12.934 242 N242 45 12.398 55 243 N243 44.082 12.704 48.168 244 N244 43.424 12.922 41.299 245 N245 43.029 13.054 34.405 246 N246 42.897 13.098 27.138 247 N247 43.029 13.054 19.855 248 N248 43.424 12.922 12.963 249 N249 45 12.398 0 250 N250 44.082 12.704 6.094 251 N251 42.187 13.333 53.153 252 N252 41.651 13.512 46.756 253 N253 41.268 13.639 40.344 254 N254 41.037 13.716 33.925 255 N255 40.96 13.741 27.138 256 N256 41.037 13.716 20.337 257 N257 41.268 13.639 13.918 258 N258 42.187 13.333 1.847 259 N259 41.651 13.512 7.506 260 N260 39.375 14.268 51.304 261 N261 39.046 14.378 45.36 Company Designer ob Number Model Name : : : : USA Shade and Fabric Structures G 45x55x12 OVERS ED H P Checked y : R SA-3D Version 22 45x55x12 OVERS E H P C 2021.r3d Page 18 Node Coordinates (Continued) Label ft ft ft Detach F rom Diaphragm 262 N262 38.809 14.456 39.409 263 N263 38.668 14.503 33.456 264 N264 38.622 14.519 27.138 265 N265 38.668 14.503 20.806 266 N266 38.809 14.456 14.851 267 N267 39.375 14.268 3.696 268 N268 39.046 14.378 8.901 269 N269 36.562 15.203 49.457 270 N270 36.37 15.267 43.97 271 N271 36.234 15.313 38.481 272 N272 36.152 15.34 32.991 273 N273 36.125 15.349 27.138 274 N274 36.152 15.34 21.271 275 N275 36.234 15.313 15.781 276 N276 36.562 15.203 5.543 277 N277 36.37 15.267 10.292 278 N278 33.75 16.138 47.609 279 N279 33.636 16.176 42.583 280 N280 33.553 16.204 37.556 281 N281 33.503 16.22 32.528 282 N282 33.486 16.226 27.138 283 N283 33.503 16.22 21.733 284 N284 33.553 16.204 16.705 285 N285 33.75 16.138 7.391 286 N286 33.636 16.176 11.679 287 N287 30.937 17.074 45.761 288 N288 30.937 17.074 41.196 289 N289 30.937 17.074 36.631 290 N290 30.937 17.074 32.065 291 N291 30.937 17.074 27.138 292 N292 30.937 17.074 22.197 293 N293 30.937 17.074 17.631 294 N294 30.937 17.074 9.239 295 N295 30.937 17.074 13.066 296 N296 28.125 18.009 43.913 297 N297 28.125 18.009 39.81 298 N298 28.125 18.009 35.707 299 N299 28.125 18.009 31.603 300 N300 28.125 18.009 27.138 301 N301 28.125 18.009 22.658 302 N302 28.125 18.009 18.555 303 N303 28.125 18.009 11.087 304 N304 28.125 18.009 14.452 305 N305 25.312 18.944 42.066 306 N306 22.5 19.878 40.219 307 N307 25.312 18.944 38.424 308 N308 22.5 19.878 37.038 309 N309 25.312 18.944 34.784 310 N310 22.5 19.878 33.859 311 N311 25.312 18.944 31.142 312 N312 22.5 19.878 30.679 313 N313 25.312 18.944 27.138 314 N314 22.5 19.878 27.138 315 N315 25.312 18.944 23.12 316 N316 22.5 19.878 23.583 Company Designer Job Number Model Name : : : : USA Shade and Fabric Structures GZ 45x55x12 OVERSIZED HIP Checked By : __________ RISA-3D Version 22 [ 45x55x12 OVERSIZE HIP IBC 2021.r3d ] Page 19 Node Coordinates (Continued) Label X [ft] Y [ft] Z [ft] Detach From Diaphragm 317 N317 25.312 18.944 19.478 318 N318 22.5 19.878 20.402 319 N319 25.312 18.944 12.934 320 N320 25.312 18.944 15.837 321 N321 22.5 19.878 17.223 322 N322 22.5 19.878 14.781 323 N323 45 11.166 0 324 N324 0 11.166 0 325 N325 0 11.166 55 326 N326 45 11.166 55 327 N327 0 0 55 328 N328 45 0 55 329 N329 45 0 0 330 N330 0 0 0 Member Primary Data Label I Node J Node Section/Shape Type Design List Material Design Rule 1 M1 N4 N1 EXTENSIONS/RIDGE Beam Pipe 50KSI Typical 2 M2 N3 N1 EXTENSIONS/RIDGE Beam Pipe 50KSI Typical 3 M3 N5 N2 EXTENSIONS/RIDGE Beam Pipe 50KSI Typical 4 M4 N6 N2 EXTENSIONS/RIDGE Beam Pipe 50KSI Typical 5 M5 N1 N2 EXTENSIONS/RIDGE Beam Pipe 50KSI Typical 6 M6 N3 N249 RIGID None None LINK TRUSS-RULES 7 M7 N1 N322 C-ONLY None None C-ONLY TRUSS-RULES 8 M8 N2 N306 C-ONLY None None C-ONLY TRUSS-RULES 9 M9 N6 N242 RIGID None None LINK TRUSS-RULES 10 M10 N4 N184 RIGID None None LINK TRUSS-RULES 11 M11 N3 N323 RAFTERS Column Pipe 50KSI Typical 12 M12 N4 N324 RAFTERS Column Pipe 50KSI Typical 13 M13 N5 N325 RAFTERS Column Pipe 50KSI Typical 14 M14 N6 N326 RAFTERS Column Pipe 50KSI Typical 15 M15 N242 N243 CABLES None None WIREROPE Typical 16 M16 N243 N244 CABLES None None WIREROPE Typical 17 M17 N244 N245 CABLES None None WIREROPE Typical 18 M18 N245 N246 CABLES None None WIREROPE Typical 19 M19 N246 N247 CABLES None None WIREROPE Typical 20 M20 N247 N248 CABLES None None WIREROPE Typical 21 M21 N248 N250 CABLES None None WIREROPE Typical 22 M22 N250 N249 CABLES None None WIREROPE Typical 23 M23 N7 N308 C-ONLY None None C-ONLY TRUSS-RULES 24 M24 N8 N310 C-ONLY None None C-ONLY TRUSS-RULES 25 M25 N9 N312 C-ONLY None None C-ONLY TRUSS-RULES 26 M26 N10 N314 C-ONLY None None C-ONLY TRUSS-RULES 27 M27 N11 N316 C-ONLY None None C-ONLY TRUSS-RULES 28 M28 N12 N318 C-ONLY None None C-ONLY TRUSS-RULES 29 M29 N13 N321 C-ONLY None None C-ONLY TRUSS-RULES 30 M30 N14 N319 C-ONLY None None C-ONLY TRUSS-RULES 31 M31 N15 N303 C-ONLY None None C-ONLY TRUSS-RULES 32 M32 N16 N294 C-ONLY None None C-ONLY TRUSS-RULES 33 M33 N17 N285 C-ONLY None None C-ONLY TRUSS-RULES 34 M34 N18 N276 C-ONLY None None C-ONLY TRUSS-RULES 35 M35 N19 N267 C-ONLY None None C-ONLY TRUSS-RULES 36 M36 N20 N258 C-ONLY None None C-ONLY TRUSS-RULES 37 M37 N21 N305 C-ONLY None None C-ONLY TRUSS-RULES 38 M38 N22 N296 C-ONLY None None C-ONLY TRUSS-RULES Company Designer Job Number Model Name : : : : USA Shade and Fabric Structures GZ 45x55x12 OVERSIZED HIP Checked By : __________ RISA-3D Version 22 [ 45x55x12 OVERSIZE HIP IBC 2021.r3d ] Page 20 Member Primary Data (Continued) Label I Node J Node Section/Shape Type Design List Material Design Rule 39 M39 N23 N287 C-ONLY None None C-ONLY TRUSS-RULES 40 M40 N24 N278 C-ONLY None None C-ONLY TRUSS-RULES 41 M41 N25 N269 C-ONLY None None C-ONLY TRUSS-RULES 42 M42 N26 N260 C-ONLY None None C-ONLY TRUSS-RULES 43 M43 N27 N251 C-ONLY None None C-ONLY TRUSS-RULES 44 M44 N77 N240 C-ONLY None None C-ONLY TRUSS-RULES 45 M45 N78 N238 C-ONLY None None C-ONLY TRUSS-RULES 46 M46 N79 N234 C-ONLY None None C-ONLY TRUSS-RULES 47 M47 N80 N228 C-ONLY None None C-ONLY TRUSS-RULES 48 M48 N81 N220 C-ONLY None None C-ONLY TRUSS-RULES 49 M49 N82 N210 C-ONLY None None C-ONLY TRUSS-RULES 50 M50 N83 N198 C-ONLY None None C-ONLY TRUSS-RULES 51 M51 N84 N145 C-ONLY None None C-ONLY TRUSS-RULES 52 M52 N85 N141 C-ONLY None None C-ONLY TRUSS-RULES 53 M53 N86 N135 C-ONLY None None C-ONLY TRUSS-RULES 54 M54 N87 N127 C-ONLY None None C-ONLY TRUSS-RULES 55 M55 N88 N117 C-ONLY None None C-ONLY TRUSS-RULES 56 M56 N89 N105 C-ONLY None None C-ONLY TRUSS-RULES 57 M57 N90 N91 C-ONLY None None C-ONLY TRUSS-RULES 58 M58 N249 N170 CABLES None None WIREROPE Typical 59 M59 N170 N171 CABLES None None WIREROPE Typical 60 M60 N171 N172 CABLES None None WIREROPE Typical 61 M61 N172 N173 CABLES None None WIREROPE Typical 62 M62 N173 N174 CABLES None None WIREROPE Typical 63 M63 N174 N175 CABLES None None WIREROPE Typical 64 M64 N175 N176 CABLES None None WIREROPE Typical 65 M65 N176 N177 CABLES None None WIREROPE Typical 66 M66 N177 N178 CABLES None None WIREROPE Typical 67 M67 N178 N179 CABLES None None WIREROPE Typical 68 M68 N179 N180 CABLES None None WIREROPE Typical 69 M69 N180 N181 CABLES None None WIREROPE Typical 70 M70 N181 N182 CABLES None None WIREROPE Typical 71 M71 N182 N183 CABLES None None WIREROPE Typical 72 M72 N183 N185 CABLES None None WIREROPE Typical 73 M73 N185 N184 CABLES None None WIREROPE Typical 74 M74 N242 N147 CABLES None None WIREROPE Typical 75 M75 N147 N148 CABLES None None WIREROPE Typical 76 M76 N148 N149 CABLES None None WIREROPE Typical 77 M77 N149 N150 CABLES None None WIREROPE Typical 78 M78 N150 N151 CABLES None None WIREROPE Typical 79 M79 N151 N152 CABLES None None WIREROPE Typical 80 M80 N152 N153 CABLES None None WIREROPE Typical 81 M81 N153 N154 CABLES None None WIREROPE Typical 82 M82 N154 N155 CABLES None None WIREROPE Typical 83 M83 N155 N156 CABLES None None WIREROPE Typical 84 M84 N156 N157 CABLES None None WIREROPE Typical 85 M85 N157 N158 CABLES None None WIREROPE Typical 86 M86 N158 N159 CABLES None None WIREROPE Typical 87 M87 N159 N160 CABLES None None WIREROPE Typical 88 M88 N160 N161 CABLES None None WIREROPE Typical 89 M89 N161 N162 CABLES None None WIREROPE Typical 90 M90 N162 N163 CABLES None None WIREROPE Typical 91 M91 N163 N164 CABLES None None WIREROPE Typical 92 M92 N164 N165 CABLES None None WIREROPE Typical 93 M93 N165 N166 CABLES None None WIREROPE Typical Company Designer Job Number Model Name : : : : USA Shade and Fabric Structures GZ 45x55x12 OVERSIZED HIP Checked By : __________ RISA-3D Version 22 [ 45x55x12 OVERSIZE HIP IBC 2021.r3d ] Page 21 Member Primary Data (Continued) Label I Node J Node Section/Shape Type Design List Material Design Rule 94 M94 N166 N167 CABLES None None WIREROPE Typical 95 M95 N167 N168 CABLES None None WIREROPE Typical 96 M96 N168 N169 CABLES None None WIREROPE Typical 97 M97 N169 N184 CABLES None None WIREROPE Typical 98 M98 N5 N162 RIGID None None LINK TRUSS-RULES 99 M99 N325 N327 COLUMNS Column Pipe 50KSI Typical 100 M100 N326 N328 COLUMNS Column Pipe 50KSI Typical 101 M101 N323 N329 COLUMNS Column Pipe 50KSI Typical 102 M102 N324 N330 COLUMNS Column Pipe 50KSI Typical Hot Rolled Steel Section Sets Label Shape Type Design List Material Design RuleArea [in²] Iyy [in຾] Izz [in຾] J [in຾] 1 COLUMNS HSS10.75X.365 Column Pipe 50KSI Typical 11.908 160.734 160.734 321.468 2 EXTENSIONS/RIDGE HSS6.625X0.25 Beam Pipe 50KSI Typical 5.007 25.475 25.475 50.949 3 CABLES 1/2-1 None None WIREROPE Typical 0.196 1 1 1 4 RAFTERS HSS6.625X0.25 Column Pipe 50KSI Typical 5.007 25.475 25.475 50.949 Node Boundary Conditions Node Label X [k/in] Y [k/in] Z [k/in] X Rot [k-ft/rad] Y Rot [k-ft/rad] Z Rot [k-ft/rad] 1 N327 Reaction Reaction Reaction Reaction Reaction Reaction 2 N328 Reaction Reaction Reaction Reaction Reaction Reaction 3 N329 Reaction Reaction Reaction Reaction Reaction Reaction 4 N330 Reaction Reaction Reaction Reaction Reaction Reaction Basic Load Cases BLC Description Category Y Gravity Distributed Surface(Plate/Wall) 1 DL DL -1 48 2 LL LL 270 3 WIND XA WL 4 128 4 WIND ZA WL 4 142 5 WIND XB WL 4 128 6 WIND ZB WL 4 142 7 UPLIFT WL 274 Load Combinations Description Solve P-Delta BLC Factor BLC Factor BLC Factor 1 DL + LL Yes C 1 1 2 1 2 0.6 DL + 0.6 WL (XA)Yes C 1 0.6 3 0.6 3 0.6 DL + 0.6 WL (ZA)Yes C 1 0.6 4 0.6 4 0.6 DL + 0.6 WL (XB)Yes C 1 0.6 5 0.6 5 0.6 DL + 0.6 WL (ZB)Yes C 1 0.6 6 0.6 6 0.6 DL + WL (UPLIFT)Yes C 1 0.6 7 1 7 DL + 0.75 [ LL + 0.6 WL (XA) ]Yes C 1 1 2 0.75 3 0.45 8 DL + 0.75 [ LL + 0.6 WL (ZA) ]Yes C 1 1 2 0.75 4 0.45 9 DL + 0.75 [ LL + 0.6 WL (XB) ]Yes C 1 1 2 0.75 5 0.45 10 DL + 0.75 [ LL + 0.6 WL (ZB) ]Yes C 1 1 2 0.75 6 0.45 Company Designer Job Number Model Name : : : : USA Shade and Fabric Structures GZ 45x55x12 OVERSIZED HIP Checked By : __________ RISA-3D Version 22 [ 45x55x12 OVERSIZE HIP IBC 2021.r3d ] Page 22 Envelope Node Reactions Node Label X [k] LC Y [k] LC Z [k] LC MX [k-ft] LC MY [k-ft] LC MZ [k-ft] LC 1 N327 max 0.812 1 6.432 7 0.309 6 3.099 6 14.52 2 10.952 4 2 min -0.948 4 -2.104 6 -0.895 7 -8.041 8 -4.638 6 -6.835 1 3 N328 max 0.456 6 4.592 7 0.332 4 3.52 4 8.885 4 17.994 7 4 min -1.848 7 -2.454 4 -0.872 8 -7.953 8 -6.311 7 -5.464 6 5 N329 max 0.454 6 4.588 7 0.711 7 5.156 7 5.896 7 18.016 7 6 min -1.859 7 -2.451 4 -0.378 5 -4.678 3 -10.563 4 -5.44 6 7 N330 max 1.032 8 6.42 7 0.869 7 6.926 7 4.055 6 11.021 4 8 min -0.948 4 -2.089 6 -0.378 5 -4.619 3 -11.741 7 -8.95 8 9 Totals:max 0 6 22.031 7 0 2 10 min -3.756 2 -8.387 6 -2.023 3 Hot Rolled Steel Design Parameters Label Shape Length [ft] Lcomp top [ft] Channel Conn. a [ft] Function 1 M1 EXTENSIONS/RIDGE 27.941 Lbyy N/A N/A Lateral 2 M2 EXTENSIONS/RIDGE 27.941 Lbyy N/A N/A Lateral 3 M3 EXTENSIONS/RIDGE 27.941 Lbyy N/A N/A Lateral 4 M4 EXTENSIONS/RIDGE 27.941 Lbyy N/A N/A Lateral 5 M5 EXTENSIONS/RIDGE 25.438 Lbyy N/A N/A Lateral 6 M11 RAFTERS 0.834 Lbyy N/A N/A Lateral 7 M12 RAFTERS 0.834 Lbyy N/A N/A Lateral 8 M13 RAFTERS 0.834 Lbyy N/A N/A Lateral 9 M14 RAFTERS 0.834 Lbyy N/A N/A Lateral 10 M15 CABLES 6.9 Lbyy N/A N/A Lateral 11 M16 CABLES 6.904 Lbyy N/A N/A Lateral 12 M17 CABLES 6.907 Lbyy N/A N/A Lateral 13 M18 CABLES 7.268 Lbyy N/A N/A Lateral 14 M19 CABLES 7.284 Lbyy N/A N/A Lateral 15 M20 CABLES 6.905 Lbyy N/A N/A Lateral 16 M21 CABLES 6.904 Lbyy N/A N/A Lateral 17 M22 CABLES 6.17 Lbyy N/A N/A Lateral 18 M58 CABLES 2.851 Lbyy N/A N/A Lateral 19 M59 CABLES 2.84 Lbyy N/A N/A Lateral 20 M60 CABLES 2.833 Lbyy N/A N/A Lateral 21 M61 CABLES 2.826 Lbyy N/A N/A Lateral 22 M62 CABLES 2.821 Lbyy N/A N/A Lateral 23 M63 CABLES 2.816 Lbyy N/A N/A Lateral 24 M64 CABLES 2.814 Lbyy N/A N/A Lateral 25 M65 CABLES 2.812 Lbyy N/A N/A Lateral 26 M66 CABLES 2.813 Lbyy N/A N/A Lateral 27 M67 CABLES 2.813 Lbyy N/A N/A Lateral 28 M68 CABLES 2.817 Lbyy N/A N/A Lateral 29 M69 CABLES 2.82 Lbyy N/A N/A Lateral 30 M70 CABLES 2.827 Lbyy N/A N/A Lateral 31 M71 CABLES 2.832 Lbyy N/A N/A Lateral 32 M72 CABLES 2.841 Lbyy N/A N/A Lateral 33 M73 CABLES 2.85 Lbyy N/A N/A Lateral 34 M74 CABLES 2.851 Lbyy N/A N/A Lateral 35 M75 CABLES 2.84 Lbyy N/A N/A Lateral 36 M76 CABLES 2.833 Lbyy N/A N/A Lateral 37 M77 CABLES 2.826 Lbyy N/A N/A Lateral 38 M78 CABLES 2.821 Lbyy N/A N/A Lateral 39 M79 CABLES 2.816 Lbyy N/A N/A Lateral 40 M80 CABLES 2.814 Lbyy N/A N/A Lateral 41 M81 CABLES 2.812 Lbyy N/A N/A Lateral Company Designer Job Number Model Name : : : : USA Shade and Fabric Structures GZ 45x55x12 OVERSIZED HIP Checked By : __________ RISA-3D Version 22 [ 45x55x12 OVERSIZE HIP IBC 2021.r3d ] Page 23 Hot Rolled Steel Design Parameters (Continued) Label Shape Length [ft] Lcomp top [ft] Channel Conn. a [ft] Function 42 M82 CABLES 2.813 Lbyy N/A N/A Lateral 43 M83 CABLES 2.813 Lbyy N/A N/A Lateral 44 M84 CABLES 2.817 Lbyy N/A N/A Lateral 45 M85 CABLES 2.82 Lbyy N/A N/A Lateral 46 M86 CABLES 2.827 Lbyy N/A N/A Lateral 47 M87 CABLES 2.832 Lbyy N/A N/A Lateral 48 M88 CABLES 2.841 Lbyy N/A N/A Lateral 49 M89 CABLES 2.85 Lbyy N/A N/A Lateral 50 M90 CABLES 6.9 Lbyy N/A N/A Lateral 51 M91 CABLES 6.904 Lbyy N/A N/A Lateral 52 M92 CABLES 6.907 Lbyy N/A N/A Lateral 53 M93 CABLES 7.268 Lbyy N/A N/A Lateral 54 M94 CABLES 7.284 Lbyy N/A N/A Lateral 55 M95 CABLES 6.905 Lbyy N/A N/A Lateral 56 M96 CABLES 6.904 Lbyy N/A N/A Lateral 57 M97 CABLES 6.17 Lbyy N/A N/A Lateral 58 M99 COLUMNS 11.166 Lbyy N/A N/A Lateral 59 M100 COLUMNS 11.166 Lbyy N/A N/A Lateral 60 M101 COLUMNS 11.166 Lbyy N/A N/A Lateral 61 M102 COLUMNS 11.166 Lbyy N/A N/A Lateral Envelope AISC 15TH (360-16): ASD Member Steel Code Checks Member Shape Code CheckLoc[ft] LC Shear CheckLoc[ft] LC Pnc/om [k]Pnt/om [k]Mnyy/om [k-ft]Mnzz/om [k-ft] Cb Eqn 1 M1 HSS6.625X0.25 0.276 0 7 0.022 0 7 34.061 149.908 25.363 25.363 1 H1-1b 2 M2 HSS6.625X0.25 0.26 0 7 0.021 0 7 34.061 149.908 25.363 25.363 1 H1-1b 3 M3 HSS6.625X0.25 0.298 0 7 0.02 0 7 34.061 149.908 25.363 25.363 1 H1-1b 4 M4 HSS6.625X0.25 0.258 0 7 0.02 0 7 34.061 149.908 25.363 25.363 1 H1-1b 5 M5 HSS6.625X0.25 0.084 12.454 7 0.008 0 7 41.092 149.908 25.363 25.363 1 H1-1b 6 M11 HSS6.625X0.25 0.327 0 7 0.47 0.834 4 149.692 149.908 25.363 25.363 1 H3-6 7 M12 HSS6.625X0.25 0.509 0 7 0.532 0.834 7 149.692 149.908 25.363 25.363 1 H3-6 8 M13 HSS6.625X0.25 0.631 0 7 0.647 0.834 7 149.692 149.908 25.363 25.363 1 H3-6 9 M14 HSS6.625X0.25 0.333 0 7 0.396 0.834 4 149.692 149.908 25.363 25.363 1 H3-6 10 M15 1/2-1 0.143 6.9 7 5.55 6.9 4 6.716 10.111 0.089 0.089 1 H1-1b* 11 M16 1/2-1 0.162 6.904 7 9.99+6.904 4 6.713 10.111 0.089 0.089 1 H1-1b* 12 M17 1/2-1 0.148 6.907 7 6.68 6.907 4 6.711 10.111 0.089 0.089 1 H1-1b* 13 M18 1/2-1 0.15 7.268 7 3.659 7.268 4 6.422 10.111 0.089 0.089 1 H1-1b* 14 M19 1/2-1 0.146 7.284 7 5.265 7.284 4 6.409 10.111 0.089 0.089 1 H1-1b* 15 M20 1/2-1 0.149 6.905 7 7.607 6.905 4 6.713 10.111 0.089 0.089 1 H1-1b* 16 M21 1/2-1 0.164 6.904 8 9.99+6.904 4 6.713 10.111 0.089 0.089 1 H1-1b* 17 M22 1/2-1 0.148 6.17 7 5.756 6.17 4 7.29 10.111 0.089 0.089 1 H1-1b* 18 M58 1/2-1 0.18 2.851 8 9.091 2.851 4 9.429 10.111 0.089 0.089 1 H1-1b* 19 M59 1/2-1 0.279 2.84 8 4.647 2.84 8 9.434 10.111 0.089 0.089 1 H1-1a* 20 M60 1/2-1 0.238 2.833 8 9.06 2.833 2 9.438 10.111 0.089 0.089 1 H1-1a* 21 M61 1/2-1 0.216 2.826 8 8.279 2.826 4 9.441 10.111 0.089 0.089 1 H1-1a* 22 M62 1/2-1 0.192 2.821 8 9.99+2.821 4 9.443 10.111 0.089 0.089 1 H1-1b* 23 M63 1/2-1 0.175 2.816 8 9.737 2.816 4 9.445 10.111 0.089 0.089 1 H1-1b* 24 M64 1/2-1 0.164 2.814 7 9.798 2.814 2 9.446 10.111 0.089 0.089 1 H1-1b* 25 M65 1/2-1 0.168 2.812 7 9.187 2.812 2 9.447 10.111 0.089 0.089 1 H1-1b* 26 M66 1/2-1 0.161 2.813 8 9.99+2.813 2 9.447 10.111 0.089 0.089 1 H1-1b* 27 M67 1/2-1 0.195 2.813 7 9.99+2.813 2 9.447 10.111 0.089 0.089 1 H1-1b* 28 M68 1/2-1 0.209 2.817 7 9.99+2.817 2 9.445 10.111 0.089 0.089 1 H1-1a* 29 M69 1/2-1 0.241 2.82 7 9.99+2.82 2 9.443 10.111 0.089 0.089 1 H1-1a* 30 M70 1/2-1 0.247 2.827 7 9.99+2.827 2 9.441 10.111 0.089 0.089 1 H1-1a* 31 M71 1/2-1 0.316 2.832 7 6.994 2.832 4 9.438 10.111 0.089 0.089 1 H1-1a* 32 M72 1/2-1 0.347 2.841 7 8.494 2.841 2 9.434 10.111 0.089 0.089 1 H1-1a* Company Designer Job Number Model Name : : : : USA Shade and Fabric Structures GZ 45x55x12 OVERSIZED HIP Checked By : __________ RISA-3D Version 22 [ 45x55x12 OVERSIZE HIP IBC 2021.r3d ] Page 24 Envelope AISC 15TH (360-16): ASD Member Steel Code Checks (Continued) Member Shape Code CheckLoc[ft] LC Shear CheckLoc[ft] LC Pnc/om [k]Pnt/om [k]Mnyy/om [k-ft]Mnzz/om [k-ft] Cb Eqn 33 M73 1/2-1 0.197 2.85 7 9.99+2.85 2 9.43 10.111 0.089 0.089 1 H1-1b* 34 M74 1/2-1 0.159 2.851 1 9.99+2.851 4 9.429 10.111 0.089 0.089 1 H1-1b* 35 M75 1/2-1 0.234 2.84 1 6.224 2.84 2 9.434 10.111 0.089 0.089 1 H1-1a* 36 M76 1/2-1 0.222 2.833 7 9.461 2.833 2 9.438 10.111 0.089 0.089 1 H1-1a* 37 M77 1/2-1 0.187 2.826 1 9.67 2.826 4 9.441 10.111 0.089 0.089 1 H1-1b* 38 M78 1/2-1 0.182 2.821 7 9.99+2.821 4 9.443 10.111 0.089 0.089 1 H1-1b* 39 M79 1/2-1 0.178 2.816 7 9.99+2.816 4 9.445 10.111 0.089 0.089 1 H1-1b* 40 M80 1/2-1 0.181 2.814 7 9.479 2.814 2 9.446 10.111 0.089 0.089 1 H1-1b* 41 M81 1/2-1 0.145 2.812 1 8.926 2.812 2 9.447 10.111 0.089 0.089 1 H1-1b* 42 M82 1/2-1 0.185 2.813 7 9.99+2.813 2 9.447 10.111 0.089 0.089 1 H1-1b* 43 M83 1/2-1 0.171 2.813 7 9.99+2.813 2 9.447 10.111 0.089 0.089 1 H1-1b* 44 M84 1/2-1 0.209 2.817 7 9.99+2.817 2 9.445 10.111 0.089 0.089 1 H1-1a* 45 M85 1/2-1 0.228 2.82 7 9.99+2.82 2 9.443 10.111 0.089 0.089 1 H1-1a* 46 M86 1/2-1 0.26 2.827 7 9.99+2.827 2 9.441 10.111 0.089 0.089 1 H1-1a* 47 M87 1/2-1 0.307 2.832 7 6.846 2.832 4 9.438 10.111 0.089 0.089 1 H1-1a* 48 M88 1/2-1 0.339 2.841 7 6.687 2.841 2 9.434 10.111 0.089 0.089 1 H1-1a* 49 M89 1/2-1 0.207 2.85 7 9.99+2.85 2 9.43 10.111 0.089 0.089 1 H1-1a* 50 M90 1/2-1 0.174 6.9 7 9.25 6.9 7 6.716 10.111 0.089 0.089 1 H1-1b* 51 M91 1/2-1 0.194 6.904 7 9.99+6.904 2 6.713 10.111 0.089 0.089 1 H1-1b* 52 M92 1/2-1 0.156 6.907 7 9.99+6.907 7 6.711 10.111 0.089 0.089 1 H1-1b* 53 M93 1/2-1 0.148 7.268 7 6.382 7.268 2 6.422 10.111 0.089 0.089 1 H1-1b* 54 M94 1/2-1 0.156 7.284 7 6.133 7.284 7 6.409 10.111 0.089 0.089 1 H1-1b* 55 M95 1/2-1 0.158 6.905 7 9.99+6.905 7 6.713 10.111 0.089 0.089 1 H1-1b* 56 M96 1/2-1 0.199 6.904 7 9.99+6.904 2 6.713 10.111 0.089 0.089 1 H1-1b* 57 M97 1/2-1 0.162 6.17 7 8.043 6.17 7 7.29 10.111 0.089 0.089 1 H1-1b* 58 M99 HSS10.75X.365 0.114 11.166 4 0.17 0 7 323.493 356.535 98.256 98.256 1 H1-1b 59 M100 HSS10.75X.365 0.197 11.166 7 0.104 11.166 4 323.493 356.535 98.256 98.256 1 H1-1b 60 M101 HSS10.75X.365 0.198 11.166 7 0.123 11.166 4 323.493 356.535 98.256 98.256 1 H1-1b 61 M102 HSS10.75X.365 0.114 11.166 4 0.141 0 7 323.493 356.535 98.256 98.256 1 H1-1b Material Take-Off Material Size Pieces Length[ft] Weight[K] 1 General Members 2 LINK ARB_RIGID_1 4 1.6 0 3 C-ONLY ARB_C-ONLY_1 37 14.7 0 4 Total General 41 16.3 0 5 6 Hot Rolled Steel 7 50KSI HSS10.75X.365 4 44.7 1.81 8 50KSI HSS6.625X0.25 9 140.5 2.394 9 WIREROPE 1/2-1 48 200.9 0 10 Total HR Steel 61 386.1 4.204 11 12 Plate Elements Thickness (in)Volume (yds^3) 13 FABRIC 0.8 272 5.9 0.316 14 Total Plates 272 5.9 0.316 RISA-3D Version 22 [ 45x55x12 OVERSIZE HIP IBC 2021.r3d ] Pa e 25 XZ Co pany : USA Shade and Fabri Str t res Desi ner : GZ Job N ber :Che ed By: Model Na e : 45x55x1 2 OVERSIZED HIP Basi oad Cases BLC Des ription C ate ory X G ra ity G ra ity Z G ra ity Joint Point Distrib ted Area(Me... S rfa e(P... 1 DL DL -1 48 2 LL LL 270 3 WIND XA WL X 4 128 4 WIND ZA WL Z 4 142 5 WIND XB WL-X 4 128 6 WIND ZB WL-Z 4 142 7 UPLIFT WL 274 oad Co ina ions Des ription S... P... S... BLC Fa...B... Fa... BLC Fa...B... Fa...B... Fa...B... Fa...B... Fa...B... Fa...B... Fa...B... Fa... 1 DL LL es C DL 1 LL 1 2 .6DL 0.6W(XA)es C DL .6 WL X .6 3 .6DL 0.6W(ZA)es C DL .6 WL Z .6 4 .6DL 0.6W(XB)es C DL .6 WL-X .6 5 .6DL 0.6W(ZB)es C DL .6 WL-Z .6 6 .6DL UPLIFT es C DL .6 WL 1 7 DL 0.75 [ LL 0.6 WL (XA) ]es C DL 1 LL .75 WL X .45 8 DL 0.75 [ LL 0.6 WL (ZA)es C DL 1 LL .75 WL Z .45 9 DL 0.75 [ LL 0.6 WL (XB) ]es C DL 1 LL .75 WL-X .45 10 DL 0.75 [ LL 0.6 WL (ZB) ]es C DL 1 LL .75 WL-Z .45 11 ACI 9.2 1.2D 1.6L es C DL 1.2 LL 1.6 12 ACI 9.3 XA es C DL 1.2 LL 1.6WL X .5 13 ACI 9.3 ZA es C DL 1.2 LL 1.6 WL Z .5 14 ACI 9.3 XB es C DL 1.2 LL 1.6 WL-X .5 15 ACI 9.3 ZB es C DL 1.2 LL 1.6 WL-Z .5 16 ACI 9.4 XA es C DL 1.2 LL .5 WL X .8 17 ACI 9.4 ZA es C DL 1.2 LL .5 WL Z .8 18 ACI 9.4 XB es C DL 1.2 LL .5 WL-X .8 19 ACI 9.4 ZB es C DL 1.2 LL .5 WL-Z .8 20 ACI 9.6 XA es C DL .9 WL X 1 21 ACI 9.6 ZA es C DL .9 WL Z 1 22 ACI 9.6 XB es C DL .9 WL-X 1 23 ACI 9.6 ZB es C DL .9 WL-Z 1 oo ing Soi Pro er ies Label Bearin Allo able[ sf] Gross Net O erb rden[ sf] Passi e[ ] Fri tion Coe... 1 Footin 1 1.5 Net 0 0 .3 oo ing eo e r Joint Footin Len th[ft] Width[ft] Thi ness[in] ex[in] ez[in] Pedestal Ht[in] Ped Xdi [in] Ped Zdi [in] 1 N327 Footin 1 7 7 36 0 0 0 .001 .001 2 N328 Footin 1 7 7 36 0 0 0 .001 .001 3 N329 Footin 1 7 7 36 0 0 0 .001 .001 4 N330 Footin 1 7 7 36 0 0 0 .001 .001 oo ing S ee Joint Footin Bot x Steel[in 2] Bot z Steel[in 2] Top x Steel[in...Top z Steel[in... Ped Lon Ped Shear 1 N327 Footin 1 3.068 3.068 2.761 2.761 2 N328 Footin 1 3.068 3.068 2.761 2.761 3 N329 Footin 1 3.068 3.068 2.761 2.761 RISA-3D Version 14.0.0 Pa e 1 [Z: ... 95195 45x55x12 OVERSIZE HIP IBC 2021 - FOOTING.r3d] Co pany : USA Shade and Fabri Str t res Desi ner : GZ Job N ber :Che ed By: Model Na e : 45x55x1 2 OVERSIZED HIP oo ing S ee Con in ed Joint Footin Bot x Steel[in 2] Bot z Steel[in 2] Top x Steel[in...Top z Steel[in... Ped Lon Ped Shear 4 N330 Footin 1 3.068 3.068 2.761 2.761 RISA-3D Version 14.0.0 Pa e 2 [Z: ... 95195 45x55x12 OVERSIZE HIP IBC 2021 - FOOTING.r3d] Co pany :SA S ade and a ri S r res May 9, 2025 Desi ner :Z oo ing 1 - 327Job N ber :Che ed By: Sketch 7 ft 7 ft3.5 ft 3.5 ftAB CD x 36 inCD Details xAB CD #5 8 in 7 ft 7 ft#5 8 in x Dir. S ee 3.07 in 2 in 10 5 Dir. S ee 3.07 in 2 in 10 5 Bottom Rebar Plan 36 in3 in3 inCDFooting Elevation RISAFoot Version 4.01 [Z: ... ... 45x55x1 2 OVERSIZE HIP IBC 2021 - FOOTING.r3d] Pa e 1 Co pany :SA S ade and a ri S r res May 9, 2025 Desi ner :Z oo ing 1 - 327Job N ber :Che ed By: AB CD #5 9 in 7 ft 7 ft#5 9 in x Dir. S ee 2.76 in 2 in 5 Dir. S ee 2.76 in 2 in 5 Top Rebar Plan Geometry, Materials and Criteria Len th : eX : Net Allo able Bearin : Steel fy : Width : eZ : Con rete Wei ht : Mini Steel : Thi ness : pX : Con rete f : Maxi Steel : Hei ht : pZ : Desi n Code : Rot. An le : Footin Top Bar C o er : O ert rnin Slidin SF : Phi for Flex re : Footin Botto Bar Co er : Coeffi ient of Fri tion : Phi for Shear : Pedestal Lon it dinal Bar Co er : Passi e Resistan e of Soil : Phi for Bearin : 7 0 in 1.5 s ne 60 si 7 0 in .145 3 .0018 36 in .001 in 2.5 si .0018 0 in .001 in ACI 318-1 0 3 in 1.5 0. 3 in 0.3 0.75 3 in 0 0.65 RISAFoot Version 4.01 [Z: ... ... 45x55x1 2 OVERSIZE HIP IBC 2021 - FOOTING.r3d] Pa e 2 Co pany :SA S ade and a ri S r res May 9, 2025 Desi ner :Z oo ing 1 - 327 Job N ber :Che ed By: Loads P () Vx () Vz () Mx (-ft) Mz (-ft) Oerbrden (sf) DL LL WL X WL WL Z WL-X WL-Z 1.13 -.068 .131 -.604 -.2 0 2.762 -.437 .665 -6.02 -3.501 7.177 -1.103 -.4 4 7.751 - .3 3 -2.782 .438 -.667 6.047 3.506 .626 -1.05 .247 -1.805 -11.221 -2.345 .4 -1. 22 1 .74 3.647 -1. 8 -.46 -.5 5 5.56 -5.6 7 P Vx AD Vz DC Mx DC Mz AD Oer Soil Bearing Des ription C ate ories and Fa tors G ross Allo .( sf) Max Bearin ( sf) Max Allo able Ratio D 1D 1 1. 35 .764 D .3 5 .6D 0.6 .. .6D .6 1. 35 .588 C .304 .6D 0.6 Z.. .6D .6 Z 1. 35 .475 D .246 .6D 0.6 .. .6D .6 - 1. 35 .535 B .277 .6D 0.6 Z.. .6D .6 -Z 1. 35 .3 3 C .203 .6D P I .6D 1 1. 35 .41 B .212 D 0.75 [ .. 1D .75 .45 1. 35 .784 D .405 D 0.75 [ .. 1D .75 .45 Z 1. 35 .833 D .431 D 0.75 [ .. 1D .75 .45 - 1. 35 .586 C .303 D 0.75 [ .. 1D .75 .45 -Z 1. 35 .674 D .348 AB CD 1D 1 A B C D AZ A .581 s .265 s .448 s .764 s 203.002 in 351.201 in AB CD .6D .6 A B C D AZ A .137 s .314 s .588 s .412 s 27 . 66 in 17 . 1 in AB CD .6D .6 Z A B C D AZ A .164 s .0 s .401 s .475 s 536.454 in 128.247 in AB CD .6D .6 - A B C D AZ A .048 s .535 s .445 s 0 s 2.282 in 4 .526 in AB CD .6D .6 -Z A B C D AZ A .108 s .233 s .3 3 s .267 s 262.772 in 206.8 5 in AB CD .6D 1 A B C D AZ A .171 s .41 s .265 s .027 s 144.01 in 238.816 in AB CD 1D .75 .4.. A B C D AZ A .444 s .348 s .688 s .784 s 684.401 in 1 3.846 in AB CD 1D .75 .4.. A B C D AZ A .465 s .17 s .547 s .833 s 244.837 in 18 .862 in AB CD 1D .75 .4.. A B C D AZ A .372 s .526 s .586 s .431 s 318.678 in 831.041 in AB CD 1D .75 .4.. A B C D AZ A .42 s .2 s .544 s .674 s 435.025 in 223.50 in RISAFoot Version 4.01 [Z: ... ... 45x55x12 OVERSIZE HIP IBC 2021 - FOOTING.r3d] Pa e 3 Co pany :SA S ade and a ri S r res May 9, 2025 Desi ner :Z oo ing 1 - 327 Job N ber :Che ed By: Footing Flexure Design (Bottom Bars) As- in x-dir (Top Flex re):4.8 5 in 2 As- in z-dir (Top Flex re):4.8 5 in 2 As- in x-dir (T S):5.443 in 2 As- in z-dir (T S):5.443 in 2 As- in x-dir (Bot Flex re):4.8 5 in 2 As- in z-dir (Bot Flex re):4.8 5 in 2 z-Dir As z-Dir As x-Dir As x-Dir As M -xx M -xx Req ired Pro ided M -zz M -zz Req ired Pro ided Des ription C ate ories and Fa tors UC Max ( -ft) (in 2) (in 2) UC Max ( -ft) (in 2) (in 2) ACI .2 1... 1.2D 1.6 .02747 12.08 .083 3.068 .0208 .15 .063 3.068 ACI .3 A 1.2D 1.6 .5 .. .02 12 12.81 .088 3.068 .03512 15.45 .106 3.068 ACI .3 ZA 1.2D 1.6 .5 .. .02 54 12..08 3.068 .02 7 13.06 .0 3.068 ACI .3 B 1.2D 1.6 .5 .. .01056 4.64 .032 3.068 .01555 6.84 .047 3.068 ACI .3 ZB 1.2D 1.6 .5 .. .0213 .37 .064 3.068 .022 10.07 .06 3.068 ACI .4 A 1.2D .5 .8 .. .01 63 8.64 .05 3.068 .03167 13. 3 .0 6 3.068 ACI .4 ZA 1.2D .5 .8 .. .0146 6.46 .044 3.068 .022 2 10.08 .06 3.068 ACI .4 B 1.2D .5 .8 .. .01845 8.11 .056 3.068 .00288 1.27 .00 3.068 ACI .4 ZB 1.2D .5 .8 .. .002 1 1.28 .00 3.068 .01201 5.28 .036 3.068 ACI .6 A . D 1 .02611 11.48 .07 3.068 .0311 13.68 .0 4 3.068 ACI .6 ZA . D 1 Z .0071 3.16 .022 3.068 .02012 8.85 .061 3.068 ACI .6 B . D 1 - .02366 10.41 .071 3.068 .00244 1.07 .007 3.068 ACI .6 ZB . D 1 -Z .00504 2.22 .015 3.068 .00665 2. 2 .02 3.068 Footing Flexure Design (Top Bars) Des ription C ate ories and Fa tors M -xx ( -ft) z Dir As (in ) 2 M -zz ( -ft) x Dir As (in ) 2 S OB 1S 1OB- ACI .6 .. ACI .6 .. 14.218 .0 8 7.842 .054 Mo ent Capa ity of Plain Con rete Se tion Alon xx and zz=0- 0-Per C hapter 22 of AC I 31 8. Footing Shear Check T o Way (P n hin ) V : One Way (x Dir. C t) V One Way (z Dir. C t) V :838.533 271. 5 271. 5 P n hin x Dir. C t z Dir. C t Des ription Cate ories and Fa tors V ( ) V V V ( ) V V V ( ) V V ACI .2 1.2D.. 1.2D 1.6 4. 18 .008 1.884 .00 1.374 .007 ACI .3 A 1.2D 1.6 .5 7. 74 .013 1.876 .00 2.334 .011 ACI .3 ZA 1.2D 1.6 .5 Z 5.184 .008 2.031 .01 2.043 .01 ACI .3 B 1.2D 1.6 .5 - 3. 2 .006 .635 .003 1.016 .005 ACI .3 ZB 1.2D 1.6 .5 -Z 4.067 .006 1.45 .007 1.572 .008 ACI .4 A 1.2D .5 .8 7.221 .011 1.183 .006 2.103 .01 ACI .4 ZA 1.2D .5 .8 Z 2.757 .004 1.002 .005 1.632 .008 ACI .4 B 1.2D .5 .8 - .726 .001 1.37 .007 .188 0 ACI .4 ZB 1.2D .5 .8 -Z . 72 .002 .18 0 .876 .004 ACI .6 A . D 1 6. 7 .011 1.68 .008 2.071 .01 ACI .6 ZA . D 1 Z 1.3 .002 .488 .002 1.478 .007 ACI .6 B . D 1 - A A 2.055 .01 .4 4 .002 ACI .6 ZB . D 1 -Z A A .646 .003 .76 .004 RISAFoot Version 4.01 [Z: ... ... 45x55x12 OVERSIZE HIP IBC 2021 - FOOTING.r3d] Pa e 4 Co pany :SA S ade and a ri S r res May 9, 2025 Desi ner :Z oo ing 1 - 327 Job N ber :Che ed By: Overturning Check (Service) Des ription Cate ories and Fa tors Mo-xx ( -ft) Ms-xx ( -ft) Mo-zz ( -ft) Ms-zz ( -ft) OSF-xx OSF-zz D 1D 1 .02 88.226 5.217 88.226 .781 16. 11 .6D 0.6 .. .6D .6 5.54 62.805 7.864 62.207 11.336 7. 1 .6D 0.6 Z.. .6D .6 Z 2.126 48.44 8.866 48.44 22.78 5.465 .6D 0.6 .. .6D .6 - 20.22 47.733 8.011 47.378 2.36 5. 14 .6D 0.6 Z.. .6D .6 -Z 8.602 47.733 8.701 47.135 5.54 5.417 .6D P I .6D 1 17.785 47.733 14.55 47.378 2.684 3.254 D 0.75 [ .. 1D .75 .45 .. 7.014 101.268 .73 7.113 14.437 . 81 D 0.75 [ .. 1D .75 .45 .. 8.16 86.7 4 10.481 86.7 4 10.636 8.281 D 0.75 [ .. 1D .75 .45 .. 15.172 2.823 7.708 88.123 6.118 11.433 D 0.75 [ .. 1D .75 .45 .. 10.161 8 .113 10.358 85.80 8.77 8.285 Mo-xx: Go ernin O ert rnin Mo ent abo t AD or BC Ms-xx: Go ernin S tablizin Mo ent abo t AD or BC OSF-xx: Ratio of Ms-xx to Mo-xx Sliding Check (Service) Des ription Cate ories and Fa tors Va-xx ( ) Vr-xx ( ) Va-zz ( ) Vr-zz ( ) SR-xx SR-zz D 1D 1 .504 7.562 .7 4 7.562 15.004 .52 .6D 0.6 .. .6D .6 .6 5 5.332 .218 5.332 7.671 24.488 .6D 0.6 Z.. .6D .6 Z .672 4.153 .227 4.153 6.176 18.312 .6D 0.6 .. .6D .6 - .206 3.62 . 55 3.62 17.5 2 3.801 .6D 0.6 Z.. .6D .6 -Z .34 3.681 .221 3.681 10.53 16.622 .6D P I .6D 1 .316 3.206 .456 3.206 10.14 7.032 D 0.75 [ .. 1D .75 .45 .. .883 8.324 .403 8.324 .432 20.652 D 0.75 [ .. 1D .75 .45 .. .868 7.43 .73 7.43 8.566 10.064 D 0.75 [ .. 1D .75 .45 .. .17 7.038 .22 7.038 41.372 30.714 D 0.75 [ .. 1D .75 .45 .. .607 7.085 .362 7.085 11.671 1 .563 Va-xx: Applied Lateral For e to Ca se Slidin Alon xx Axis Vr-xx: Resistin Lateral For e A ainst Slidin Alon xx Axis SR-xx: Ratio of Vr-xx to Va-xx RISAFoot Version 4.01 [Z: ... ... 45x55x12 OVERSIZE HIP IBC 2021 - FOOTING.r3d] Pa e 5