Steel deck bears across structural steel edge beams utilizing continuous twelve-gauge bent plates welded to the beam top flanges. Three-quarter inch diameter studs or anchors are spaced at twelve inches on center. Parallel edge conditions incorporate an L4x4x1/4 angle spaced at eight feet maximum per detail reference. Perpendicular conditions utilize a continuous sixteen-gauge bent edge plate.
STEEL DECK PERPENDICULAR TO EDGE BM STEEL DECK PARALLEL TO EDGE BM 16 GA BENT EDGE PL CONT STEEL DECK SEE PLAN STEEL DECK SEE PLAN 12 GA CONT BENT PL (WELDED TO BEAM) 8" MAX 2'-0" MAX 3/4"Ø @12" OC STEEL DECK SEE PLAN 12 GA CONT BENT PL (WELDED TO BEAM) 2'-0" MAX L4x4x1/4 @ 8'-0" MAX PER DETAIL 9D/- 3/4"Ø @12" OC (0'-8" MAX) A (2'-0" MAX) B 2" TYP
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