A structural steel detail of a beam framing into a wide flange column web with a typical shear plate connection. Three-eighths-inch top and bottom stiffener plates feature cropped corners to clear the column k-distance and are welded to the column web and flange with three-sixteenths-inch fillet welds. A beam connects via a shear plate with bolts sized per schedule A, while opposing framing aligns per plan.
CL COL COL PER PLAN TYP SHEAR PL CONN BEAM PER PLAN, TYP CROP CORNERS 1" MAX, TYP STIFF PL3/8 T&B W/ CROPPED CORNERS TO CLEAR COLUMN "k" BEAM TO WIDE FLANGE COLUMN WEB - OPTION 2 SHEAR PLATE INFORMATION PER TYPICAL SHEAR PLATE CONNECTION. t t SCHED "A" 3/16 3/16 3/16 3/16 BEAM WHERE OCCURS PER PLAN TYP AT STIFF PL TO COL WEB TYP AT STIFF PL TO COL FLANGE T/STL PER PLAN
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