Compute the moment amplification factor B1 for the member of Problem 6.2-2. a. Use LRFD. b. Use… 1 answer below »

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Compute the moment amplification factor B1 for the member of Problem 6.2-2. a. Use LRFD. b. Use ASD. 6.6-3 A W14 × 99 of A992 steel is used as a 14-foot-long beam–column with Kx = 0.9 and Ky = 1.0. (An analysis was performed consistent with the effective length method; therefore, the flexural rigidity, EI, was unreduced.) The member is braced against

Problem 6.2-2

How much service live load, in kips per foot, can be supported? The member weight is the only dead load. The axial compressive load consists of a service dead load of 10 kips and a service live load of 20 kips. Do not consider moment amplification. Bending is about the x axis, and the steel is A992.

a. Use LRFD.

b. Use ASD.