Pp = 100 k PL = 150 k PL = 10 k Pp = 100 k P, = 150 k 11 91 8 ft 8 ft
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A W 12 x 58 beam-column member in a braced frame must support the service loads in the Fig. P11-12. The member is A992 steel, Cb may be assumed to be 1.0, and bending is about the strong axis.The member is laterally braced at its ends only and Lx = Ly = 16 ft. Is the member adequate?
Transcribed Image Text:Pp = 100 k
PL = 150 k
PL = 10 k
Pp = 100 k
P, = 150 k
11 91
8 ft
8 ft
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