Pp = 125 k P1 = 85 k Мр — 140 ft-k = 22 ft-k M1, = 70 ft-k ML, = 16 ft-k M1y Мр — 100 ft-k Mpy = 16 ft-k Pp = 125 k M = 50 ft-k Miy = 12 ft-k PL = 85 k
Pp = 125 k P1 = 85 k Мр — 140 ft-k = 22 ft-k M1, = 70 ft-k ML, = 16 ft-k M1y Мр — 100 ft-k Mpy = 16 ft-k Pp = 125 k M = 50 ft-k Miy = 12 ft-k PL = 85 k
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Select the lightest W12, 15 ft long, Fy = 50 ksi steel beam-column for the first-order loads and moments shown in the Fig. P11-19.The column is part of a braced frame system. Assume Cb = 1.0.
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