Guys,
Check out this RAM steel model.
1. In levels 15.0, 20.0 & 30.0. Do you think I have the diaphragm boundaries set up right? Should I not assume the open area is one big slab opening or make them all separate diaphragms? Will the wind load still be calculated correctly? If I have multiple diaphragms on the same level, should I separate them into ea. their own level, then just separate them by a small story increment?
Jason
702-460-1122