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  • Users: obiwan69
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  1. obiwan69

    MINIMUM REINFORCING IN CMU SHEAR WALLS

    I reading the ACI530-13.6.4 about minimum reinforcing in masonry shear walls, and it requires BOTH vertical and horizontal reinforcing to be the smaller of the length or height of the wall divided by 3 or 48", whichever is smaller(for Seismic Design Category D). In the past I've only designed...

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