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  1. Sherif structural

    Concrete intermediate moment frame (IMRF)

    Dear all I wonder if any of you could advise/help regarding the flat plate IMRF design and detailing. I know that (ACI 318- Ch. 21) provides some recommendations but, Actually, I found some engineers designing the slab under grvity loads only (1.2 D + 1.6 LL), Then to place the required...

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