Heavy structural anchors are installed in single and double row configurations along the top flange of a structural steel beam supporting a concrete slab over metal deck. The layout details minimum edge distances, maximum spacings up to twenty-four inches, and a minimum flange thickness of five-sixteenths of an inch. The section reveals a concrete slab poured over metal deck with defined minimum clearances and thicknesses per structural notes.
PLAN (SINGLE ROW) PLAN (DOUBLE ROW) SECTION BEAM TOP FLANGE HSA - SEE PLAN AND NOTES BEAM TOP FLANGE 4 1/2" MIN. SEE PLAN 24" MAX. 4 1/2" MIN. SEE PLAN 24" MAX. 7/8" MIN. MIN. 3" SEE STRUCTURAL NOTES 7/8" MIN. HSA - SEE PLAN AND NOTES 5/16" MIN FLANGE THICKNESS 1 1/2" MIN 2" MIN CONCRETE SLAB OVER METAL DECK - SEE NOTES FOR SLAB THICKNESS AND DECK SIZE AND GAUGE 1/2" MIN.
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