Pukar Sharma
Structural
Do we need to give continute to the alignment of flexural member (beam) in the region of Shear wall?
While analysing in ETABS, I found all beams safe except in the shear wall region of the building. What may be the solution?
While analysing in ETABS, I found all beams safe except in the shear wall region of the building. What may be the solution?