Problem 2: Using LRFD method, select the most economical sections, with Fy = 50 ksi unless otherwise specified, and assuming full lateral bracing for the compression flanges. The shown loads exclude the own weights of the beams. a) D-1.20 k/ 13.00 k/t 361
b) P P .L.L P= P = 25 k 10 ft-T10 ft 10 ft- w=wp=2 k/ft 30 ft
Problem 2: Using LRFD method, select the most economical sections, with Fy = 50 ksi unless otherwise specified, and assu
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Problem 2: Using LRFD method, select the most economical sections, with Fy = 50 ksi unless otherwise specified, and assu
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