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However, the shearwall is not defined in the project.
Possible solutions:
Shearwalls should be added in the requested direction in accordance with the A13 structural system in the project .
If a shearwall will not be used in the structure, in the Analysis Settings / TBDY 2018 Earthquake Code Wizard, A11 for High Ductility Level Systems and A31 for Systems with Limited Ductility Level can be selected.
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