LEC 19 Torsional reinforcement in two way slab system ACI provsion

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this lecture explain
what amount of torsional reinforcement we need
what is the ACI provision for torsional reiforcement
where we provide torsional reiforcement
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Is the reinforcement mentioned in the torsion in the different corners are the gross reinforcement? Bars are coming ftom two different direkction on the top and bottom. Will those be included while accounting for torsion reinforcement?

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