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  1. cbresloff

    ACI Code EQ. 11-9 Shear Strength from Precast members

    First post, but I have been a lurker here for a while. I enjoy viewing the posts. My question involves the equation for calculating Vc of a prestressed section. A typical example found in a textbook or PCI handbook might be a 200mm hollowcore plank with a 65mm topping slab. To calculate the...
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