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...
I am using a double 2x P.T. wood nailer to steel beam detail when supporting wood framing on steel. I use a double plate so that common box nails can be used without nailing through to the steel. Does anyone have any good suggestions for connecting the wood nailer to steel? I have used 5/8"...
