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ICompany'R'SA : Epiq Engineering 5/23/2022 <br /> Designer : Greg Martin 11:47:05 AM <br /> Job Number : Checked By : <br /> Model Name : <br /> Hot Rolled Steel Properties <br /> Label E [ksi] G [ksi] Nu Therm. Coeff. [1e5°F-1 _Density[Ib/ft3] Yield [ksi] Ry Fu [ksi] Rt <br /> 1 A992 29000 11154 0.3 0.65 490 50 1.1 65 1.1 <br /> 2 A36 Gr.36 29000 11154 0.3 0.65 490 36 1.5 58 1.2 <br /> 3 A572 Gr.50 29000 11154 0.3 0.65 490 50 1.1 65 1.1 <br /> 4 A500 Gr.B RND 29000 11154 0.3 0.65 527 42 1.4 58 1.3 <br /> 5 A500 Gr.B RECT, 29000 11154 0.3 0.65 527 46 1.4 58 1.3 <br /> 6 A500 Gr.0 RND 29000 11154 0.3 0.65 527 46 1.4 62 1.3 <br /> 7 A500 Gr.0 RECT 29000 11154 0.3 0.65 527 50 1.4 62 1.3 <br /> 8 A53 Gr.B 29000 11154 0.3 0.65 490 35 1.6 60 1.2 <br /> 9 A1085 29000 11154 0.3 0.65 490 50 1.4 65 1.3 <br /> 10 A913 Gr.65 29000 11154 0.3 0.65 490 65 1.1 80 1.1 <br /> Hot Rolled Steel Section Sets <br /> Label Shape Type Design List Material Design Rule Area[in2l lyy [in']Izz[in°l J [in4] <br /> 1 , C4x5.4 C4X5.4 Column, BAR A572 Gr.50 Typical 1.58 0.312 3.85 0.04 <br /> 2 C4x1.5x.179 Column C4X1.5X.179 Column_ BAR A572 Gr.50 Typical 1.189 0.231 2.682 0.012 <br /> 3 C4x1.5x.179 Beam C4X1.5X.179 Beam BAR A572 Gr.50 Typical 1.189 0.231 2.682 0.012 <br /> 4 _ Brace 1 1.5X.25 BRACE VBrace_Single Angle A36 Gr.36 Typical 0.375 0.002 0.07 0.007 <br /> 5 Brace 2 L1.5X1.5X.135 VBrace Single Angle A36 Gr.36 Typical 0.387 0.083 0.083 0.002 <br /> 6 C5x1.75x.179 C5X1.75X.179 Beam BAR A572 Gr.50 Typical 1.457 0.382 5.134 0.015 <br /> 7 L2.5x2.5x.179 L2.5X2.5X.179, Beam Wide Flange A36 Gr.36 Typical 0.863 0.524 0.524 0.009 <br /> 8 _ L3x3x.179 L3X3X.179 Beam Wide Flange A36 Gr.36 Typical 1.042 0.922 0.922 0.011 <br /> 9 Pipe PIPE 1.5 Beam Wide Flange A36 Gr.36 Typical 0.749 0.293 0.293 0.586 <br /> 10 C4x4.5 C4X4.5 Beam Wide Flange A572 Gr.50 Typical 1.34 0.265 3.53 0.031 <br /> 11 Brace 3 L2X2X4 VBrace Single Angle A36 Gr.36 Typical 0.944 0.346 0.346 0.021 <br /> Hot Rolled Steel Design Parameters <br /> Label Shape Length [in] Lb y-y[in] Lb z-z[in] Lcomp top[inl Channel Conn. a [in] Function <br /> 1 M1 C4x1.5x.179 Column 116 Segment Segment Lbyy N/A N/A Lateral <br /> 2 M2 C4x1.5x.179 Column 116 Segment Segment Lbyy N/A N/A Lateral <br /> 3 M3 C4x1.5x.179 Beam 36 Lbyy N/A N/A Lateral <br /> 4 M4 C4x1.5x.179 Beam 36 Lbyy N/A N/A Lateral <br /> 5 M5 C4x1.5x.179 Beam 36 Lbyy N/A N/A Lateral <br /> 6 M6 C4x1.5x.179 Beam 36 Lbyy N/A N/A Lateral <br /> 7 M7 C4x1.5x.179 Column 116 Segment Segment Lbyy N/A N/A Lateral <br /> 8 M8 C4x1.5x.179 Column 116 Segment Segment Lbyy N/A N/A Lateral <br /> 9 M9 C4x1.5x.179 Beam 36 Lbyy N/A N/A Lateral <br /> 10 M10 C4x1.5x.179 Beam 36 Lbyy N/A N/A Lateral <br /> 11 M11 Brace 1 53.075 Segment Segment Segment N/A N/A Lateral <br /> 12 M12 Brace 1 53.075 Segment Segment Segment N/A N/A Lateral <br /> 13 M13 Brace 1 53.075 Segment Segment Segment N/A N/A Lateral <br /> 14 M14 Brace 1 53.075 Segment Segment Segment N/A N/A Lateral <br /> 15 M15 Brace 1 53.075 Segment Segment Segment N/A N/A Lateral <br /> 16 M16 Brace 1 53.075 Segment Segment Segment N/A N/A Lateral <br /> 17 M17 Brace 1 53.075 Segment Segment Segment N/A N/A Lateral <br /> 18 M18 Brace 1 53.075 Segment Segment Segment N/A N/A Lateral <br /> 19 M20 Brace 2 120 Lbyy N/A N/A Lateral <br /> 20 M21 Brace 2 120 Lbyy N/A N/A Lateral <br /> 21 M22 Brace 2 120 Lbyy N/A N/A Lateral <br /> 22 M23 Brace 2 120 Lbyy N/A N/A Lateral <br /> 23 M25 C5x1.75x.179 120 Lbyy N/A N/A Lateral <br /> 24 M26 C5x1.75x.179 36 Lbyy N/A N/A Lateral <br /> 25 M27 C5x1.75x.179 120 Lbyy N/A N/A Lateral <br /> RISA-3D Version 20 [Risa-Conveyor Solutions-OnTrac-Ev... Page 1 <br /> 15 <br />