Question: Problem 4 A build - up shape consisting of two ( 3 / 4 times 1 6 ) flanges and (
Problem
A buildup shape consisting of two times flanges and times web is used as a beam. If mathrmFy ksi, what is the nominal flexural strength based on flange local buckling? For widthtothickness ratio limits for welded shapes, refer to Table Bb in Chapter B of the AISC specification, "Design Requirements".
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