A wide-flange beam frames into a hollow structural section column utilizing a shear plate welded to the column face and bolted to the beam web with erection bolts as required. A five-sixteenths inch typical fillet weld secures the shear plate assembly. Plate lengths, bolt configurations, and specific dimensional clearances reference the structural schedules and related details.
5/16 TYP. WELDED BEAM TO HSS COLUMN SHEAR PL - DESIGNATED XW NOTES: 1. FOR INFORMATION NOT SHOWN REF. CONDITION . 2. FOR PL LENGTH ("L") AND BOLTS REF. SCHEDULE 3/S601. 3. FOR ("X") DIMENSION REF. DETAIL 3/S601. 4. PERPENDICULAR BEAMS NOT SHOWN FOR CLARITY. XW XS SHEAR PL w/ ERECTION BOLTS AS REQ'D.
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