Good day everyone.
I am new in this community and also new in using of Staad pro. Now I need experts help and suggestions to check my staad analysis. I have done a truss canopy analysis of 15ft long, 21.92ft width and 15ft height where 2nos RCC column exist from previously. Other all members are newly joint to make up the truss canopy structure in this model. Can anyone help me that my way of analysis and results in this model are okay or not and what are the defects or how can I more improve my analysis?
Thanks and best regrads
Ahamed