A beam frames into the strong axis of a wide-flange column using bolted plate connections. A kerf plate with specific sizing and bolting is indicated for high load conditions per the connection schedule. Strut beams attach on opposite sides of the column where high loads occur, utilizing specified plate sizes and fastener configurations.
WHERE HIGH LOAD CONN'S OCCUR ON OPPOSITE SIDES OF AN HSS OR PIPE COLUMN per COLUMN PER PLAN KERF PL SIZE & BOLTING PER HIGH LOAD CONN. SCHEDULE OF STRUT BEAM PER PLAN, EA. SIDE PLAN 12/S-503 12/S-503 BEAM PER PLAN PL SIZE & BOLTING PER (PER WHERE HIGH LOAD CONNS. INDICATED PER PLAN OR DETAILS) per (per at high load conns.) 6/S-503 12/S-503 6/S-503 12/S-503 3 4 27 Beam to WF Column Strong Axis 5024
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