Framing connection details showing one-sided and two-sided shear tab configurations for steel beams and columns. Horizontal spacing between beams on opposite sides under twelve inches classifies the detail as a two-sided connection. Shear tab sizing follows the project schedule while edge distances and bolt spacings adhere to standard American Institute of Steel Construction specifications. Full height shear tabs are omitted for W12 beams and smaller sizes. Where vertical gaps exceed four inches, a one-sided shear tab connection is required.
BEAM TO BEAM CONNECTION A TWO SIDED CONN ONE SIDED CONN BEAM TO COLUMN FLANGE B NOTE: IF HORIZ SPACING BETWEEN BEAMS ON OPPOSITE SIDES < 12", THEN CONN IS CONSIDERED AS A TWO SIDED CONNECTION NOTE: SHEAR TAB - SEE SCHEDULE (FOR EDGE DISTANCE AND BOLT SPACING SEE AISC SPECIF,TYP) SEE "NON-MOMENT CONN NOTE" NO. 4 "K" PER AISC MANUAL WHERE > 4" USE ONE-SIDED SHEAR TAB CONN FULL HEIGHT SHEAR TAB NOT REQUIRED AT W12 BEAMS & SMALLER 2ND ROW OF BOLTS WHERE OCCURS * * SEE "NON-MOMENT CONN NOTE" NO. 4 . SEE SCHED . 2ND ROW OF BOLTS WHERE OCCURS 3" TYP
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