A wide flange beam connects to a hollow structural section column using a bolted connection plate and welds per AISC minimum requirements. A quarter-inch cap plate is placed flush with the beam where applicable. The column aligns flush with the stud wall at a zero-inch offset in specific conditions.
3" MAX 3" MAX BOLTS, CONN PLATE, WELDS, ETC SEE HSS COLUMN W BEAM BOLTS, CONN PLATE, WELDS, ETC SEE 1/4" CAP PLATE, FLUSH WITH BEAM WHERE APPLIES - 1/S531 1/S531 0" WHERE COLUMN IS FLUSH WITH STUD WALL AISC MIN AISC MIN AISC MIN AISC MIN
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