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This page has been translated for your convenience with an automatic translation service. This is not an official translation and may contain errors and inaccurate translations. Autodesk does not warrant, either expressly or implied, the accuracy, reliability or completeness of the information translated by the machine translation service and will not be liable for damages or losses caused by the trust placed in the translation service.Translate
While trying to design an RC shear wall for a structure undergoing seismic loads (design was done using equivalent lateral force method), the result generates a huge required reinforcement area that could not possibly be provided.
The structure is a three storeys building that has moment frames and a shear wall in it.
