Eddy1988
Mechanical
- Dec 3, 2013
- 13
Does anyone have any opinions/tips regarding rerating an existing tower for F.V. by using Tray Supports as external pressure stiffening rings?
I am aware that the Tray Supports are subject to UG-29(a) and UG-29(c) in order to comply with code standards.
There is a previous thread with the same question:
Thanks,
Eddy
I am aware that the Tray Supports are subject to UG-29(a) and UG-29(c) in order to comply with code standards.
There is a previous thread with the same question:
Thanks,
Eddy