By localized i mean just 1 section member with tributary area. How do i go about the load path? Truss is analyzed as simply supported. Steel Column is supposed to be pinned, so also how do I model bracings which are steel rods only. What releases should i go for at the ends?
Eng-Tips is the largest forum for Engineering Professionals on the Internet.
Members share and learn making Eng-Tips Forums the best source of engineering information on the Internet!
-
Congratulations dmapguru on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!
How to transfer roof truss loads to steel columns if the truss analysis is localized
- Thread starter teach_me
- Start date
- Status
Similar threads
- Locked
- Question
- Locked
- Question