A wide-flange beam connects to a hollow structural section column using shear plates and drag connection plates sized per schedule. The drag connection plates utilize F2280 bolts with standard-size holes only, and welds sized per schedule with a dimension formula based on plate thickness. Section A-A and Section B-B provide beam web offsets to accommodate framing alignments, with drag connection welds and plates coordinated per referenced sheet 1/S1.303.
NOTES: 1.W=PL THICKNESS PLUS 3/16". 2.STANDARD SIZE HOLES ONLY FOR DRAG PL BOLTS. 4.DRAG PLATE BOLTS SHALL BE F2280. SECTION A-A BM. PER PLAN SHEAR PL, AND BOLTS PER SCH. 0' - 1 1/2" 0' - 1 1/2" TYP. 0' - 1 1/2" 0' - 2" WELD PER SCH. W 1.5W 3/S1.300 3/S1.300 SECTION B-B WF BM. HSS COL. HSS COL. WF BM. B A A ACCOMMODATE BM. WEB OFFSET WT PL TO SHEAR PL SHEAR PL DRAG CONNECTION WELD PER SCHEDULE B 2" 3" TYP. 3" 1/2 6" 1 1/2 WF BM. DRAG CONNECTION PLATE AND BOLTS PER SCHEDULE 1/S1.303 1/S1.303
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