Thanks for the reply, that SCI guide section is the kind of thing that I'm looking for. The peak velocity pressure is around 680 Pa, and there are no other loads, because I'm not actually designing a warehouse, but a very unique structure that it's similar to the roof of a warehouse, so I'm just...
Hi, I'm designing the roof beams for a warehouse, specifically a rigid frame one with a span of approximately 13 meters and a 6 meters space between collumns. The warehouse is under a wind load of 30-35 m/s according to my country's code, and located on the shore.
I'm looking for a reference on...
