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  1. AbhiCrux

    Minimum rebar extension lengths in two way Post-Tensioned Flat System as per ACI 318!

    Hi Fellow Engineers, I have a query on the above mentioned topic. ACI 318-19, Fig. 8.7.4.1.3 shows the minimum extension lengths for two way (non-PT) flat slab system. (i.e., 0.33ln & 0.20 ln). Would the same extension lengths apply for two-way PT Flat slab system? If no, can anyone help with...

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