cgstrucg
Structural
- Mar 21, 2018
- 135
Hello,
I was going through load Combination 3 mentioned in ASCE 7-05 page 5 which is D+S+0.7Di+0.7Wi when we consider atmospheric ice load. My senior engineer and I were discussing now that if we have snow drift and snow balanced then we should put snow balanced only in this load combination as snow drift + ice is like an extreme case.
So something like D+S Balanced+0.7Di+0.7Wi and not D+S Balanced+S Drift+0.7Di+0.7Wi
The thing is I can't find anywhere in codes specifying this. Can someone please guide me to a proper resource I can look into regarding this anomaly.
Thanks
I was going through load Combination 3 mentioned in ASCE 7-05 page 5 which is D+S+0.7Di+0.7Wi when we consider atmospheric ice load. My senior engineer and I were discussing now that if we have snow drift and snow balanced then we should put snow balanced only in this load combination as snow drift + ice is like an extreme case.
So something like D+S Balanced+0.7Di+0.7Wi and not D+S Balanced+S Drift+0.7Di+0.7Wi
The thing is I can't find anywhere in codes specifying this. Can someone please guide me to a proper resource I can look into regarding this anomaly.
Thanks