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Transition to cantilevered flat slab of lesser depth aligned at the top.
Waffle slab.
Lost filler blocks.
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EHR529
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The top reinforcement for negative bending in the slab must penetrate the compression layer of the floor slab with the minimum required anchorage length. As a practical and safe reference, in the absence of a precise analysis, the anchorage length may be taken as the length of the cantilever.
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