Two structural steel beam-to-beam connection details show framing configurations with shear tabs and top flange ties. The web connection uses bolts sized per structural schedules, with the number and size specified for both the first row and additional second row bolts. A shear tab is welded to the supporting member and bolted to the supported beam web. Top flange connections incorporate weld specifications sized per schedule with additional fractional offsets. Plan orientation symbols illustrate how the connections appear in structural framing plans.
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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