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I think that the area of steel is very less in your model. Kindly guide me in this situation.
Why the Steel required in column is less at below storeys than the upper one, practically more load comes on the columns at bottom storey so there has to be higher steel, why ETAB showing opposite??
I think that the area of steel is very less in your model. Kindly guide me in this situation.
Why the Steel required in column is less at below storeys than the upper one, practically more load comes on the columns at bottom storey so there has to be higher steel, why ETAB showing opposite??