Temporary works
Temporary works
(OP)
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
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





RE: Temporary works
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