Problem 2: Using LRFD method, select the most economical sections, with F, = 50 ksi unless otherwise specified, and assu
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Problem 2: Using LRFD method, select the most economical sections, with F, = 50 ksi unless otherwise specified, and assu
Problem 2: Using LRFD method, select the most economical sections, with F, = 50 ksi unless otherwise specified, and assuming full lateral bracing for the compression flanges. The shown loads exclude the own weights of the beams. 1-1.30 L-3.00 km M b) P-P-25 10 10 10 ft -2 2011
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