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STRUCTURAL ENGINEERS Page By P 1 RC Date
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Client Comm.No 8 d i c —DO Ie
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Column: M4 ['ACS, S2
Shape: 362S162-33
Material: A570 Gr.33 DY 7in
Length: 15 ft tukc itl.
I Joint: N1 QM- 0[� Dz in
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LC 4: 1.0D+0.6W
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Report Based On 97 Sections
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Location 7.. ft Location 15 ft
Equation C5.2.1-1 Max Defl Ratio L/386 ° DK
R (D6.1.1) Not Used z-z • +
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Pr/S2 .413 k Lb 4 ft 15 ft A eff. (Fn) .262 inA2
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Mnyin .15 k-ft Sy eff. (L) .185 inA3
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Cb 1.136 Sz eff. (B) .302 inA3
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J Joint: N2
LC4: 1.0D+0.6 ►
Code Check: 1.044 (bending) -.478 at 7.656 ft
Report Based On •7 Sections
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Max Bending Check 1.044 Max Shear Check 0.051 (y) tATUAL, ,
Location 7. : : Location 15 ft .'.. k J
Equation C5.2.1-1 Max Defl Ratio L/377 °
R (D6.1.1) Not Used y-y z-z
Fy 33 ksi Cm .6 .85 A eff. (Fy) .195 in"2
Pn/c .413 k Lb 4 ft 15 ft A eff. (Fn) .262 in"2
Tri/S2 5.177 k KUr 77.968 124.122 ly eff. .099 in"4
Mny/n .15 k-ft Sy eff. (L) .185 in"3
Mnz1t2 .48 k-ft L Comp Flange 0 ft Sy eff. (R) .091 in"3
Vny/c 1.024 k L-torque 15 ft lz eff. .538 in"4
Vnz/c 1.201 k Sz eff. (T) .292 in"3
Cb 1.168 Sz eff. (B) .302 in"3