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  1. AHEng

    ACI 318-19 Sect. 22.5.5 Concrete Shear Capacity

    Hello, I have a question related to ACI 318-19 Section 22.5.5 and in particular Table 22.5.5.1. I'm looking at slab design in an FEA program and running into a situation when designing acc. to the ACI 318-19 where no shear reinforcement is defined (i.e. Av is less than Av_min). There are FE...

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