can we find Response reduction factor using Time history non linear analysis. if then what is the procedure.

Salam Sir.   Sir when we are going to define slab section in etabs then  we should be sellect slab property either thin , thick or Shell . Sir my quiestion is that which one will be sellected for fram concrere structure  and ...Read more

What is the reinforcement output of ETABs? is it minimum or it is based on the Code provided in the modelling? Why i always get 1% reinforcement in columns while i design.

Good afternoon, I saw this structural design software in your front page. Which software is this, and ...Read more