Wide-flange beams or channels frame into hollow structural section columns and posts using bolted shear tabs. The first assembly utilizes offset beams with a height difference greater than three inches, employing a WT section cut to fit with quarter-inch fillet welds on two or three sides as specified, leaving no slotted holes. The second assembly comprises a two-sided connection where a continuous shear plate passes through a slotted HSS column, paired with a half-inch cap plate at the top of the post where applicable.
WT5x22.5 OR WT7x26.5 (CUT TO FIT) NO SLOTTED HOLES "K" PER AISC MANUAL BEAM SEE PLAN NO SLOTTED HOLES FULL HEIGHT SHEAR TAB - CONN SEE SCHED BEAM SEE PLAN BEAM SEE PLAN BEAM SEE PLAN SHEAR TAB CONN SEE SCHED 1/4 3 SIDES 1/4 TYP 1/4 1/4 2 SIDES TOP OF STEEL . NOMINAL > 3" DIFFERENCE > 3" B TOP OF STEEL 1/2" CAP PL AT TOP OF POST WHERE OCCURS BEAM OR CHANNEL - SEE PLAN CONT SHEAR TAB THROUGH HSS COLUMN. BOLTS AND SHEAR TAB SEE NON-MOMENT BEAM CONN SCHEDULE. SLOT TUBE FOR SHEAR TAB BEAM OR CHANNEL - SEE PLAN BOLTS AND SHEAR TAB SEE NON-MOMENT BEAM CONN SCHEDULE. SLOT TUBE FOR SHEAR TAB HSS POST OR HANGER TWO-SIDED CONNECTION HSS POST OR HANGER 1/2" CAP PL AT TOP OF POST WHERE OCCURS NOTE: FOR PERPENDICULAR BEAM SEE DET 1/- 1/4 SEAL 1/4 1/4 SEAL 1/4 1/4 C:\Revit Local Files\19001941- 2111 University Plaza Phase 2_R20_eagnes.rvt NTS 11 HSS BEAM TO HSS COLUMN CONNECTION NTS 1 WF BEAM OR CHANNEL TO HSS COLUMN CONN
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