A structural steel beam frames into a hollow structural section or wide flange column per plan with a connection detailed per plan or standard references. A shear plate and connection is welded along three sides with a plate thickness "t" per drawing specifications. An additional beam splice occurs a set dimension away with specified plate and fastener details.
HSS OR WIDE FLANGE COL PER PLAN BEAM PER PLAN T/STL PER PLAN SHEAR PL & CONN PER 17/S6.1 CL COL CONN PER 9/S6.2 OR 19/S6.2 PER PLAN "t" "t" PER 17/S6.1 (3) SIDES 3" F 0 0 <> 0 0 T 0
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