The drawing shows a plan view of a deck edge detail at a corner column. Key components include a wide flange beam, wide flange or hollow structural section column, slab support angles, bent plates, and deformed bar anchors reinforcing the concrete slab. The framing utilizes bolted or welded connections to tie the steel framing and edge conditions together.
Text on the drawing
C WF COL. L C OF WF COLUMN L 16 S6.02 OPP. 16 S6.02 6" TYP. 1" 45 ° WF OR HSS COLUMN, REF. PLAN WF BEAM, REF. PLAN, TYP. LAP (1) #4x 10'-0" W/ END DEFORMED BAR ANCHOR, TYPICAL. CLOSE GAP W/ DECK CLOSURE PLATE SLAB SUPPORT ANGLES, REF. 13/S6.02 BENT PLATE, REF. 16/S6.02 DEFORMED BAR ANCHOR, TYP. REF. 16/S6.02 PKG-2
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