This structural detail shows framing members subject to recurring tension and compression loads of 46.8 kips. The layout includes typical weld symbols and detail reference callouts pointing to sheet S701.
14 S701 TYP T = C = 46.8k T = C = 46.8k T = C = 46.8k T = C = 46.8k T = C = 46.8k T = C = 46.8k
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