Determine the maximum design vertical end reaction allowed for the W18 consideri

Question

Determine the maximum design vertical end reaction allowed for the W18 considering the strength of the WT8x38.5 hanger only

A WT hanger is used to support the end of a W18x60 beam as shown in the figure below. Determine the maximum design vertical end reaction allowed for the W18 considering the strength of the WT8x38.5 hanger only. Consider all possible failure modes if A992 steel is used and the connection consists of six (3 near side, 3 far side) 7/8" diameter A325 N bolts spaced at the "workable gage" as listed in AISC part 1 for the WT. Do not check the strength of the W18, the L or bolts.

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