A wide flange column connects to a supporting assembly using a three-quarter-inch ASTM A36 base plate secured with four three-quarter-inch diameter anchor bolts. One-half-inch stiffener plates are welded to each side of the column web using typical fillet welds sized at one-quarter inch and three-eighths inch. A one-half-inch minimum shear tab plate is welded to the column flange with a five-sixteenths-inch fillet weld to receive framing members. Edge distances and bolt spacings follow standard American Institute of Steel Construction specifications.
SECTION SHOWN ON PLAN THUS: SECTION PLAN ELEVATION WF COLUMN SEE PLAN NOTE: FOR EDGE DISTANCE AND BOLT SPACING, SEE AISC SPECIFICATIONS,TYP 1/2" STIFF SIDE PL'S (A36) 1/2" PL SHEAR TAB (MIN) 3/4" BASE PL (A36) W/ (4) 3/4"Ø MB 1/2" STIFF PL EA SIDE OF WEB 3/8 TYP 1/4 1/4 5/16 WIDTH ABOVE WIDTH TO MATCH COLUMN FLANGE 1 1/2" 1 1/2" GAGE USUAL
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