Banks
Structural
- Jul 21, 2004
- 23
I have a concrete frame with biaxial bending in the beams and columns. I'm wondering if anybody knows of any GOOD literature or examples on this topic. I've been trying to go through an example by Edward Nawy but I've been getting lost in the process. Basically, my moments are high relative to the compression in most cases but I can't find anything on biaxial bending of a beam with negligible axial load.
I appreciate any help.
I appreciate any help.