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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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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