Did you not consider Cross Bracing as a lateral support of your roof truss or rafter? I have a wind velocity of 200Kph, I am confused if I consider cross bracing or not, hence I only consider one span in my analysis.
Hi fellows.
What are your parameters in considering the roof cross bracing? My roof support is a rafter type with one slope only and a 12 storey building.
Anyone have a reference book for it?