jlb446
Structural
- Apr 28, 2016
- 2
I'm working on renovations of many single-story, conventionally framed wood houses exhibiting varying degrees of termite damage. I need to develop guidelines for the contractors concerning acceptable and unacceptable levels of section loss and void penetration for various members (headers, studs, rafters, sills, top plates, etc.). Does anyone know of common guidelines for something like this? All I can think to do at the moment is to run analyses with typical loading conditions with varying member properties.