Leinster
Mechanical
- Sep 14, 2010
- 36
Dear All,
I want to size a curb angle on a storage tank based on the tension caused because of the horizontal load of the roof rafters, yet API 650 does not address this. Can anybody advise how these calculations can be done?
I want to size a curb angle on a storage tank based on the tension caused because of the horizontal load of the roof rafters, yet API 650 does not address this. Can anybody advise how these calculations can be done?