Structural · S-JNHHQ

Grade Beam Pipe Sleeve and Rebar Splice Detail

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Reinforcement placement around a pipe sleeve embedded in a concrete grade beam. The maximum sleeve diameter is limited to one-third of the grade beam width, positioned with minimum one-third beam width clear distances above and below. Reinforcing bars jog around the penetration with a slope of one vertical to six horizontal, utilizing a typical Class B lap splice for continuity.

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