A hollow structural section column is slotted to allow shear plates to pass completely through the section in a two-sided framing condition. Welds are executed per the structural schedule on the connecting shear plates. The column web or wall is slotted specifically at the shear plate locations to maintain alignment and transfer loads.
PLAN VIEW (2-SIDED CONDITION SHOWN) WELD PER SCHEDULE 1/S0.21 TYP. SLOT COLUMN AT SHEAR PL's
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