A wide flange column is secured with a three-quarter-inch A36 base plate and four three-quarter-inch anchor bolts. One-half-inch A36 stiffener side plates are welded to the column web with one-quarter-inch fillet welds. A one-half-inch minimum shear plate connects to the column flange using a five-sixteenth-inch fillet weld, matching the flange width above. Edge distances and bolt spacings follow standard AISC 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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