These structural steel details illustrate beam-to-column framing connections utilizing single plate shear tabs and bolted configurations. Detail A shows a beam connected to a column top flange with welded shear tabs and multiple rows of bolts sized per plan and general notes. Detail B shows a beam connected to a column web with a welded shear tab and corresponding bolt rows. Fillet welds are specified per the weld schedule with adjustments noted on the drawing.
SHEAR TAB SEE NOTE 2 TOP OF STEEL NUMBER AND SIZE OF BOLTS IN 1ST ROW SEE NOTE 2 B BEAM TO COLUMN WEB 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 BEAM TO COLUMN TOP FLANGE CONN
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