Question: A W 1 8 x 6 5 Grade 5 0 beam has an unbraced segment length of L = 1 3 f t with C

A W18 x 65 Grade 50 beam has an unbraced segment length of L=13ft with Cb=1.0.
What is the design flexural strength of the segment?
A W 1 8 x 6 5 Grade 5 0 beam has an unbraced

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