Question: Design an all - welded double - angle connection for an A 9 9 2 W 3 3 x 1 1 8 beam with a

Design an all-welded double-angle connection for an A992 W33x118 beam with a factored
reaction, Ru, of 175 kips. This connection is to an A992 column with a flange thickness of .
Use A36 angles and E70 SMAW. You may reference AISC double-angle design aids. Show
calculations to justify your answer

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