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In slabs modeled as shell and accepted as semi-rigid diaphragm in accordance with TBDY 2018 article 4.5.10.4, a full rigid solution is also applied to determine the torsional eccentricity effectaccidental torsion. The above solutions are fully rigid solutions due to seismic code.
The data obtained as a result of dynamic analysis suitable for the semi-rigid diaphragm are summarized in the table below. In this solution, it has to be made in 2 stages, hinged and monolithic. Below are the results of the monolithic solution.
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