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  1. doubtfulDeadLoad

    Opening in punching shear critical sections WITH SHEAR REINFORCEMENT

    I have a 12" slab supported by 16" columns every 18-26'. The slab is reinforced at each column like in ACI 318-19 Fig. R22.6.4, with lines of stirrups projecting out from each face of the column. There are some 6" pipes that puncture the slab near the columns. Per R22.6.4.3, these small...

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