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Company : Epiq Engineering, LLC 5/19/2022 <br /> I RIBA Designer : Jack Wilson, PE 10:19:15 AM <br /> Job Number : 22319 Checked By: Jordan Tlu... <br /> Model Name : HPS Supports <br /> Node Boundary Conditions <br /> 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] <br /> 1 N49 Reaction Reaction Reaction S30 S30 Reaction <br /> 2 N51 Reaction Reaction Reaction S30 S30 Reaction <br /> 3 N53 Reaction Reaction Reaction S30 S30 Reaction <br /> 4 N55 Reaction Reaction Reaction S30 S30 Reaction <br /> 5 N69 Reaction Reaction Reaction S30 S30 Reaction <br /> 6 N71 Reaction Reaction Reaction S30 S30 Reaction <br /> 7 N81 Reaction Reaction Reaction S30 S30 Reaction <br /> 8 N83 Reaction Reaction Reaction S30 S30 Reaction <br /> 9 N41 Reaction Reaction Reaction Reaction <br /> 10 N43 Reaction Reaction Reaction Reaction <br /> 11 N115 Reaction Reaction Reaction Reaction <br /> 12 N116 Reaction Reaction Reaction Reaction <br /> 13 N117 Reaction Reaction Reaction Reaction <br /> 14 N118 Reaction Reaction Reaction Reaction <br /> 15 N119 Reaction Reaction Reaction Reaction <br /> 16 N120 Reaction Reaction Reaction Reaction <br /> 17 N90 Reaction Reaction Reaction S30 S30 Reaction <br /> 18 N122 Reaction Reaction Reaction S30 S30 Reaction <br /> 19 N133 Reaction Reaction Reaction S30 S30 Reaction <br /> 20 N136 Reaction Reaction Reaction S30 S30 Reaction <br /> Cold Formed Steel Properties <br /> Label E[ksi] G[ksi] Nu Therm. Coeff. [1e5°F-1]Density[k/ft']Yield [ksi] Fu [ksi] <br /> 1 A653 SS Gr33 29500 11346 , 0.3 0.65 0.49 33 45 <br /> 2 A653 SS Gr50/1 29500 11346 0.3 0.65 0.49 50 65 <br /> 3 A36 29000 11154 0.3 0.65 0.49 36 58 <br /> Cold Formed Steel Design Parameters <br /> Label Shape Length[in] Lb y-y[in] Lcomp top[in] Function <br /> 1 M29 Upright 146 Segment Lateral <br /> 2 M30 Upright 146 Segment Lateral <br /> 3 M31 Upright 146 Segment Lateral <br /> 4 M32 Upright 146 Segment Lateral <br /> 5 M40 Upright 146 Segment Lateral <br /> 6 M41 Upright 146 Segment Lateral <br /> 7 M45 Upright 146 Segment Lateral <br /> 8 M46 Upright 146 Segment Lateral <br /> 9 M21 Brace 61.5 Lbyy Lateral <br /> 10 M22 Upright 178 Segment Lateral <br /> 11, M23 Upright 178 Segment Lateral <br /> 12 M24 Upright 178 Segment Lateral <br /> 13 M25 Upright 178 Segment Lateral <br /> 14 M26 Upright 178 Segment Lateral <br /> 15 M27 Upright 178 Segment Lateral <br /> 16 M28 Upright 178 Segment Lateral <br /> 17 M33 Upright 178 Segment Lateral <br /> 18 M34 Brace 61.5 Lbyy Lateral <br /> 19 M35 Brace 61.5 Lbyy Lateral <br /> 20 M36 Brace 61.5 Lbyy Lateral <br /> 21 M37 Brace 61.5 Lbyy Lateral <br /> 22 M39 Brace 61.5 Lbyy Lateral <br /> 1231 M55 Brace 61.5 Lbyy Lateral <br /> RISA-3D Version 20 [Conveyor HPS Supports.r3d] Page 1 <br />