innovation2
Mechanical
- Jan 26, 2005
- 74
Hi everyone,
I am designing a jacketed tank that is shown supported by a full ring on the jacket. My design software is not supporting this type of configuration and I am wondering if it is an acceptable design. I would prefer if it were supported on the main shell. The tank measures 72"OD by 63"SW and rated at 20 psi/FV @250 F, material in 304, with the jacket being 76"OD and 60"SW and rated for 30 psi @300 F, material in 516- Gr 70. Jacket is to be full length along the sidewall only. Also, I am design in Sect. VIII Div 1 with minimal seismic and wind conditions. Any help is appreciated.
Thank you,
Jason
I am designing a jacketed tank that is shown supported by a full ring on the jacket. My design software is not supporting this type of configuration and I am wondering if it is an acceptable design. I would prefer if it were supported on the main shell. The tank measures 72"OD by 63"SW and rated at 20 psi/FV @250 F, material in 304, with the jacket being 76"OD and 60"SW and rated for 30 psi @300 F, material in 516- Gr 70. Jacket is to be full length along the sidewall only. Also, I am design in Sect. VIII Div 1 with minimal seismic and wind conditions. Any help is appreciated.
Thank you,
Jason