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عمران::
مقاومت پیچشی
the post-cracking torsional strength of the member.
5.7a). where torsional strength is not required for the equilibrium of the structure, the torsional
torsional strength of each cross-section Tu must be calculated.
For a beam without torsional reinforcement, Tu is taken as the torsional strength of the
The torsional strength given by Equation 5.29 and the amount of transverse steel calculated
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