nuche1973
Structural
- Apr 29, 2008
- 300
Greetings all. I posted a question on supporting steel beams with wood columns and received some valuable insight on the subject, for which I am thankfull for. However, several weeks ago I attended a lucheon where the guest speaker stated in his lecture that the shrinkage issue between wood structures that have internal steel components was not an issue. This was due to the fact that the final structure was enclosed and minimal moisture was introduced into the building. This made sense, however, I am interested in seeing what you may think. FYI, the lecture was on wood structures, shear diaphragms and shear walls.