Question: Problem 4 A build - up shape consisting of two ( 3 / 4 times 1 6 ) flanges and (

Problem 4
A build-up shape consisting of two \(3/4\times 16\) flanges and \(3/4\times 52\) web is used as a beam. If \(\mathrm{Fy}=50\) ksi, what is the nominal flexural strength based on flange local buckling? For width-to-thickness ratio limits for welded shapes, refer to Table B4.1b in Chapter B of the AISC specification, "Design Requirements".
Problem 4 A build - up shape consisting of two \

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