Temporary works

[fab123]

Hi,

Could someone tell me what standard or spec temporary works should be designed too?

The design in questions is a temporary support for an excavation, should it be to Eurocode 7 as a permanent structure or is there a seperate standard that allows a lesser FOS?

Cheers

 

[homostructural]

Have you checked this?

All about Eurocodes:

http://www.DesignToEurocodes.com