UcfSE
Structural
- Dec 27, 2002
- 2,525
What would be some concerns with this style roof in a moderate seismic region with high wind (US VI)? I'm thinking diaphragm irregularities and dealing with shear transfer, maybe some ductility issues with columns. I'm just looking for some ideas or advice on what to watch out for, feasibility, solutions or how you dealt with something similar.