A wide flange beam frames into a column with top and bottom plates. The connection features a plate sized per schedule with three-sided welds and erection bolts as required. A maximum three-quarter inch clearance is indicated at the column interface. Plan view A-A provides alignment relative to the centerlines of the beam and column.
PLAN VIEW A-A t2 t2 t2 t2 TYP. CL OF BEAM AND COL. "W" DIM. ("X") "L" TOP OF COLUMN WHERE OCCURS t2 t2 WF BEAM REF. PLAN TYP. "b" PL TOP AND BOTTOM MAX. 3/4" A A MAX. 3/4" t2 t2 t1 (3) SIDES PL "t" x"L"x "W" w/ ERECTION BOLTS AS REQ'D. REF. SCHEDULE t1 (3) SIDES "W" 20 10
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