Horizontal Truss as Diaphragm
Horizontal Truss as Diaphragm
(OP)
Does anyone have any good design tips for designing a horizontal truss in RAM SS to act as the diaphragm? I have a large force needing to be transferred to the frames, and the roof decking alone will not handle it.
Can I simply just model the roof using the horizontal braces in RAM? I have never used these before.
Can I simply just model the roof using the horizontal braces in RAM? I have never used these before.






RE: Horizontal Truss as Diaphragm