therattler
Structural
- Aug 3, 2004
- 10
I am looking for guidance on the proper way to analyze a beam where the load is supported by the flange, in this case, a hollowcore concrete panel "nested" inside the web, bearing directly on the flange. I recognize the load is eccentric, and will try to make the beam twist. It also seems to me that the flange will act like an unsupported element, subject to bending stress. Am I missing something?
thanks in advance.
the rattler
thanks in advance.
the rattler