Integrator62
Aerospace
- Jan 5, 2015
- 37
In the picture a space truss beam is shown.
Its not a truss because the Webs are welded, not pinned and the main four exterior members are solid Members. So they can resist bending moment where in pure truss they only can resist Tension and compression.
Its basically a open web complicated beam.
Is there any analytical way to solve this type of truss beam?
Thanks.