wl2o8
Structural
- Mar 15, 2002
- 2
Does anyone have any methods or literature regarding allowable shear values in gabled (sloped) roof diaphragms (folded plate)? I am trying to figure out how to analyze a roof diaphragm that has an 8:12 pitch. I know that I can't get the allowable diaphragm loads normally given in the tables because there would be bending as well as shear on the plywood panels.