This connection details a wide flange beam or channel up to 8 inches deep framing into a supporting girder web via a 3/8-inch thick shear plate. Two 1-inch diameter A490-X bolts connect the beam web to the shear plate, while a 1/4-inch fillet weld secures the plate to the girder web. The shear plate is detailed to clear the AISC 'k' region with a 3/4-inch maximum offset. Dimensions specify bolt spacing based on bolt diameter 'd', with a 3-inch maximum edge clearance. A note directs that where the girder flange width is greater than or equal to 8-1/2 inches, an alternate detail must be used.
3/8" THK PLATE (2)-1" DIA A490-X BOLTS GRIDER SUPPORT SHOWN, CONN TO COLUMN SIM WIDE FLANGE BEAM OR CHANNEL UP TO 8" DEEP 1/4 NOTES: 1. SEE THE TYPICAL BEAM CONNECTION DETAILS FOR CONNCETIONS TO DEEPER BEAMS. 2. 'd' DENOTES DIAMETER OF BOLT. 3. SHEAR PLATE SHALL CLEAR AISC 'k' REGION. 3/4" MAX 2d 3" 2d 2d 2d MAX 3" 7 1/2" WHERE GIRDER FLANGE WIDTH 8 1/2", USE DETAIL 6/S0-020
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