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  • Users: mjhaveri
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  1. mjhaveri

    ACI 318-19 Shear reinforcement design for Piles

    Dear all, We are submitting our design for Secant pile shoring design. We usually follow BS standards but the recent shift in the ACI 318-19 designs is forcing us to change our approach. While we do get the longitudinal steel bars requirement from Prokon, unfortunately for the shear...

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