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  1. Muqtadir
    In Aci-318, example 29.6 provides details on how to design a special wall. I want to know on how to design an ordinary shear wall, specifically interested in designing of the boundary elements. Another query is that, the vertical flexural rft acts like vertical shear rft? As aci 318 quotes 0.0025 for vertical shear rft and 0.0015 for vertical rft in separate quotations?
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