W12 x 120 (A = 35.2 in², d = 13.1 in, b, = 12.3 in, I, = 1070 in“, I, = 345 in*) 13.1 in
W12 x 120 (A = 35.2 in², d = 13.1 in, b, = 12.3 in, I, = 1070 in“, I, = 345 in*) 13.1 in
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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You are to design a column for PD = 750 k and PL = 1000 k, using Fy = 50 ksi and KL = 14 ft. A W12 x 120(for which fcPn = 1290 k and Pn /Æc = 856 k from AISC Manual, Table 4-1) is on hand. Design cover plates to be snug-tight bolted at 6-in spacings to the W section, as shown in Fig. 6.7, to enable the column to support the required load.
Transcribed Image Text:W12 x 120 (A = 35.2 in²,
d = 13.1 in, b, = 12.3 in,
I, = 1070 in“, I, = 345 in*)
13.1 in
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