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in this video you will learn how to pass an overstressed column in etabs there are different kinds of overstressing so I will be discussing a few tips if the literature phone exceeds the column strength hence make the column support pin that means the column will distribute the shear force to the other columns as they will become axial force in the space frames if the main steel exceeds column limit so try applying and release this to the beam practically it will design beam with enough steel so that it is able to resist the applied moments and transfer shear force to column in form of axial forces if columns are failing in a regular pattern try changing the overrides for the column if column is failing in steel elements ie main steel is exceeding try increasing the cross section or fails in shear try increasing the construction based on architecture restriction also need to check the drifts in order to select a particular cross section of the column now we will be applying these ch