I am designing a small wood structure (barn), and the roof structure is similar to that of a scissor truss concept with kickout forces and I am looking for advice on how to analyze the scissor type framing correctly. For this discussion the geometry of the framing and boundary conditions can't...
Hypothetical wall section attached.....
Has as anyone ever dealt with a tall single story wood framed building, where the wall height is tall enough where full height studs are not feasible. This results in a bottom portion of the wall and a top portion of wall, which creates a "hinge" in the...