Dear All,
Please find my STAAD file as attached for review.
Its a truss roof shed of 24m x 96m with gantry cranes at 7m height.
1. Sections cannot be changed for column and tie members hence plates are added to reduce deflection.
2. Some members are failing in truss frame but manual calculations show it is Safe. Please comment.
Please review my design and suggest me improvements or corrections if any.
(Please visit the site to view this file)Thanks in advance.
