Compute the ASD moment amplification factor B1 for the W14x7…

Compute the ASD moment amplification factor B1 for the W14x74 made from ASTM A992 steel with L = 13 ft, P = 230 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 50% dead load and 50% live load. The frame analysis was performed consistent with the effective length method, so the flexural rigidity was unreduced.

Using ASD, determine the value of the AISC interaction equat…

Using ASD, determine the value of the AISC interaction equation for a W14x74 made from ASTM A992. Let L = 16 ft, Kx = Ky = 1.0, and Cb = 1.0. The factored loads are Pnt = 110 kip, Mnt = 150 kip-ft, The member is part of a braced frame, bending is about the x axis, and the ASD moment amplification factor has been determined to be B1 = 1.037.