Aslam o alikum every one,
Dear seniors i am new to Etabs and i was designing a multi story plaza my beams and column failed i tried to revise the design by applying the bigger sections but still they don't satisfy
These are the error i find in summery of designed section
1. For beams it says the shear stress due to shear force and torsion together exceeds maximum allowed
2. For columns it says reinforcing required exceeds the maximum allowed
How can i revise the design and satisfy my sections. Kindly help me in it because increasing member size is not helping
i am attaching my etabs project for your reference thank you.
Plaza Design.rar