Question: A WT 6 2 2 . 5 , A 9 9 2 steel attached through the flange with six 7 8 in bolt. Determine the

A WT 622.5, A992 steel attached through the flange with six 78 in bolt. Determine
the LRFD design strength of the following sections (including block shear).
A WT 6 2 2 . 5 , A 9 9 2 steel attached through

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