Two structural steel beam-to-beam connection details show collector framing conditions with shear tabs and top flange connections. A shear tab is welded to the supporting web and bolted to the supported beam web with a first row of bolts sized per note two and additional rows sized per plan schedule. The top flange connection utilizes a welded joint with weld sizes sized per schedule plus one-sixteenth inch. Top of steel elevations align across the intersecting members.
SHEAR TAB SEE NOTE 2 TOP OF STEEL NUMBER AND SIZE OF BOLTS IN 1ST ROW SEE NOTE 2 A BEAM TO BEAM SHOWN ON PLAN THUS: NUMBER OF ADDITIONAL BOLTS IN 2ND ROW SEE PLAN SCHED WELD + 1/16 TYP M SEE SCHED +1/16 SHOWN ON PLAN THUS: NUMBER AND SIZE OF BOLTS IN 1ST ROW SEE NOTE 2 NUMBER OF ADDITIONAL BOLTS IN 2ND ROW SEE PLAN TOP OF STEEL A BEAM TO BEAM TOP FLANGE CONNECTION B C NISHKIAN MENNINGER CONSULTING AND STRUCTURAL ENGINEERS 2018
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