Compute the ASD elastic critical buckling strength, Pe1, for…
Compute the ASD elastic critical buckling strength, Pe1, for the W14x74 made from ASTM A992 steel with L = 16 ft, P = 200 kip, M = 260 kip-ft, and Kx = Ky = 1.0. Bending is about the x axis. The member is part of a braced frame, and the given service loads are 40% dead load and 60% live load. The frame analysis was performed consistent with the effective length method, so the flexural rigidity was unreduced.
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Compute the LRFD moment amplification factor B1 for the W18x65 made from ASTM A992 steel with L = 16 ft, P = 230 kip, M = 220 kip-ft, and Kx = Ky = 1.0. Bending is about the x axis. The member is part of a braced frame, and the given service loads are 30% dead load and 70% live load. The frame analysis was performed consistent with the effective length method, so the flexural rigidity was unreduced.
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