Structural · P-DCGDR

Wall and Pour Back Strip Reinforcing Detail

Elements

Walls Floors / Slabs Expansion / Control Joints Anchors / Embeds Reinforcing

Connections

About this detail

Concrete slab pour back strip reinforcing and panel joint layout at a dock pit. Number 4 bars spaced at twenty-four inches on center with a minimum of two per panel leg connect across the panel joint. Slab dowels per detail two on sheet S1.01 cross the construction joint, supplemented by number four bars at forty-eight inches on center through the pour back strip aligned with hook dowels. These bars extend ten feet from the edge of the slab at the wall into the interior slab pour. The dock pour back strip is reinforced with number three bars at sixteen inches on center each way. Two number four by one-foot-six-inch corner bars are spaced at one inch, held one inch from the corner of the dock pit and down two inches from the top of the slab.

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