Hogging and Sagging Moments in a Beam | Engineering Infinity
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Lesser known lapping rules for reinforcement
Lesser known lapping rules for reinforcement
Jan 4, 2021
civilera.com
Top Bar Placement in Slab Reinforcement over Beams When placing top reinforcement bars (usually for negative moment resistance) in a slab over a beam, one key question arises: How far should the bars extend into the span? The Common Options: • 1/3 of the span • 1/4 of the span Which is better on construction site practice ? 1/3 of the span is better and here’s why: When a slab rests on a beam, the top of the slab near the support is in tension due to hogging moment (negative bending). That’s why
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