Compute the ASD moment amplification factor B1 for the W8x58 made from ASTM A992 steel with L = 12 ft, P = 260 kip, M = 240 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 using the requirements for the approximate second-order analysis method meaning that a reduced stiffness was used.

The web members of roof trusses are sometimes considered beam-columns.

Which of the following corresponds to the variable B2?

Determine Cb for the member if the moments at the top and bottom are 100 ft-kip and 300 ft-kip, respectively.

Determine Cb for the member if the moments at the top and bottom are 180 ft-kip and 330 ft-kip, respectively.

Compute the value of Cm for a beam-column in reverse-curvature bending with a moment of 180 kip-ft on one end and a moment of 570 kip-ft on the other end.

A member subjected to a counter-clockwise moment on both ends will experience _______.

Compute the ASD elastic critical buckling strength, Pe1, for the W10x88 made from ASTM A992 steel with L = 12 ft, P = 300 kip, M = 200 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.

An engineer analyzes an unbraced frame and determines the sum of the required load capacities for all the columns in the frame is 318 kips (unfactored) while the total elastic buckling strength of the same frame is 4,451 kips. From these values, what is the ASD amplification factor for sidesway moments of the frame?

A W14x82 of A992 steel is to be investigated for use as a beam-column in an unbraced frame. The length is 13 feet. First-order analyses of the frame were performed for both the sway and nonsway cases. The factored loads and moments corresponding to one of the load combinations to be investigated are given for this member in the following table. The multiplier to account for P-δ effects was determined to be 1.20, and the multiplier to account for P-Δ effects was determined to be 1.12. Determine the required second-order axial strength, Pr, of the member.Type of analysisPu (kip)Mtop (kip-ft)Mbottom (kip-ft)Nonsway3453533Sway13055100