oddfun2
Structural
- May 21, 2008
- 1
I am in the proces of designing concrete rafters as part of an ICF (Insulated Concrete form) frame.
At the moment I am taking the analysis as a cranked beam/portal frame. This is fixed to a plain un-reinforced concrete ICF wall. The critical areas I feel would be the apex and wall connection. Any advice on this?
At the moment I am taking the analysis as a cranked beam/portal frame. This is fixed to a plain un-reinforced concrete ICF wall. The critical areas I feel would be the apex and wall connection. Any advice on this?
