ADAMK2310
Structural
- Jun 19, 2008
- 12
I am trying to calculate the seismic forces that need to be resisted by a roof system. By roof system, I mean the trusses, bearing connections, blocking and decking. Can I consider this system to be a diaphragm? (Covered in section 12.10.1 of ASCE 7-05) The roof system is not part of the main seismic resisting system, but it is a structural component of the building.