I am confused as to which load combination to use for roof loads. I hear people say to use the max value from 1-7 of LRFD load combinations. Then I also hear that (D+L) will govern. Here's my example.
I have 20psf dead load, 20 psf live load, 10psf snow load, and a negative wind pressure of...
I am working on a project where we are using wood trusses (2x6 for top and bottom chord, 2x4 for web). I am trying to figure out a psf from the weight of the truss but am hitting a road block. I have attached a picture of my attempt. Any help here would be much appreciated. I use a 44pcf for...
