Steel framing connects via a single plate slotted and welded through a hollow structural section column web or face. The web of each supported beam attaches to the shear tab using two vertical rows of bolts sized per schedule and plan. The top of steel elevation aligns as indicated on the architectural or structural plans.
BEAM TO HSS COLUMN D SLOT SHEAR TAB THROUGH COLUMN SEE NOTE 2 TOP OF STEEL SHOWN ON PLAN THUS: SEE SCHED NUMBER AND SIZE OF BOLTS IN 1ST ROW SEE NOTE 2 NUMBER OF ADDITIONAL BOLTS IN 2ND ROW SEE PLAN
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