jeffhed
Structural
- Mar 23, 2007
- 286
I have a project I am working on with a lower roof that has higher roof on three sides. So I have run three drift calculations. The drifts all overlap each other. Typically I have looked at all of these drifts as one load case occurring at the same time. Is this correct? Or do I actually have three load cases where I look at it with drift from side A, drift from Side B and drift from Side C and take the worst case? I think it should be all at the same time but I haven't found any direction in ASCE 7 on how to deal with this. So I thought it wouldn't hurt to verify that I am not over applying the drift loads.