A steel beam frames into a column flange utilizing a shear tab. The shear tab is welded with a schedule weld plus one-sixteenth inch and fastened with bolts sized per schedule and notes. Continuity plates are provided at the beam flange levels, sized per typical details and non-moment beam connection schedules. Clearances and distances such as the "k1" dimension adhere to AISC specifications. Additional bolt rows and specific plan configurations are referenced for complete installation.
SHEAR TAB SEE NOTE 2 SHOWN ON PLAN THUS: TOP OF STEEL BEAM TO COLUMN FLANGE B BEAM TO COLUMN WEB C SHOWN ON PLAN THUS: SCHED WELD + 1/16 TF2 TF2 TF1 TF1 SPECIFICATIONS "k1" PER AISC NUMBER AND SIZE OF BOLTS IN 1ST ROW SEE NOTE 2 NUMBER OF ADDITIONAL BOLTS IN 2ND ROW SEE PLAN CONTINUITY PLATE SEE TYPICAL DETAIL PL TYP SEE NON-MONENT BEAM CONN SCHED
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