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  1. AHEng

    ACI 318-19 Sect. 22.5.5 Concrete Shear Capacity

    Thank you for the feedback Laurent! Unfortunately, the provisions of ACI 318-19 14.1.3 don't appear to apply to elements such as elevated slabs. It's difficult to justify then Table 14.5.5.1 to fall back on. As you also mention, I'm directly interpreting As as the longitudinal steel in tension...
  2. 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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