Lily_Linton
Civil/Environmental
- Nov 23, 2017
- 21
Hello Fellow engineers!
I'v been looking on the acceptance criteria on when are we going to analyse an equipment foundation as static or dynamic types. Normally, I look into a certain company's guideline which is stating that a 500rpm or more needs to be designed as dynamic foundation. It also shows criteria on weights too. But since I'm part of another company now, I am looking for a written criteria in general so that I can show it to the clients.
Clients sometimes are not that open minded in the analysis and want to do things based on what they know (They just want a block underneath it).
I'v been looking on the acceptance criteria on when are we going to analyse an equipment foundation as static or dynamic types. Normally, I look into a certain company's guideline which is stating that a 500rpm or more needs to be designed as dynamic foundation. It also shows criteria on weights too. But since I'm part of another company now, I am looking for a written criteria in general so that I can show it to the clients.
Clients sometimes are not that open minded in the analysis and want to do things based on what they know (They just want a block underneath it).
