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  1. shear wall

    Structural modelling > Etabs > Shear wall and moment resistance frames > correct Practise

    I am currently modeling a structure in Etabs, and it includes shear walls. I have encountered a problem where the beams that are not embedded in the shear walls are failing in shear, with an error code of O/S # 45. To address this issue, I have already reduced the torsional modification factor...

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