Hello, I'm currently performing piping stress analysis for LNG Tank terminal.
And we should comply with NFPA-59A(2013) for Seismic design.
NFPA-59A specify as below,
9.2.2.1. For purpose of design, all piping of the LNG facility shall be classified into on of the following three seismic categories:
[b](1) Category I - All piping supported by the LNG container and piping up to the emergency shutdown valve(s) and firewater piping
(2) Category II - All flammable gas or LNG process piping.
(3) Category III - All other piping not included in Categories I and II
9.2.2.2. Piping categories shall be in accordance with the following
(1) Category I - All Category I piping shall be designed for the OBE and SSE event. For the OBE design, response modifications shall no be used.
(2) Category II.........[i][/i]
Here, my question is...
1. The firewater piping described in above Category I means all of the fire water lines for the LNG Terminal? or only means the fire water line on the LNG tank?
2. According to NFPA, the lies belong to Category II,III should also designed for seismic. Then, all pipe lines in the LNG facility are subjected to the piping stress analysis with CAESAR-II?
I looking forward to someone's comments.
Thank