The beam-column shown below is pinned at both ends and is subjected to the loads shown. Bending is about the strong axis

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The beam-column shown below is pinned at both ends and is subjected to the loads shown. Bending is about the strong axis

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The Beam Column Shown Below Is Pinned At Both Ends And Is Subjected To The Loads Shown Bending Is About The Strong Axis 1
The Beam Column Shown Below Is Pinned At Both Ends And Is Subjected To The Loads Shown Bending Is About The Strong Axis 1 (30.84 KiB) Viewed 38 times
The beam-column shown below is pinned at both ends and is subjected to the loads shown. Bending is about the strong axis only. Calculate the Interaction Value (answer in 3 decimal places i.e. 0.291, 1.043) using Allowable Stress Design. Use a Cb=2.44 a Pp=590 KN PL=462 KN MDTop=473 kN-m MLTop=373 kN-m MDBot=104 kN-m MLBot=107 kN-m to L=4.57m
Properties of W12x72 Fy=345 MPa A=13,613 mm2 Sy=541x103 mm Ty=81x10 mm4 Zy=806x103 mm3 Sx=1596x103 mm3 Ix=248x106 mm4 Zx=1770x106mm ry=77.22 mm rx=134.87 mm Lp=3.26m Lr=11.43m Consider Pdelta in calculating the interaction value by using the factor: B1 Cm 1 Pel
Consider Pdelta in calculating the interaction value by using the factor: Cm В1 1_OP Pel Рp PL MpTop MTop L Mpвot MLBO
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