FO Safty for Uplift in EC7
FO Safty for Uplift in EC7
(OP)
Has any one used the EC7 approach to check the uplift or buoyancy as I have tried but couldn't find the required factor of safety which was 1.1 as per BS 8007.
Is there any solved example one can go through.
Is there any solved example one can go through.





RE: FO Safty for Uplift in EC7
http://www2.eng.cam.ac.uk/~jw455/535_1273.pdf
Of course, you will also have to check the serviceability limits (movements).
RE: FO Safty for Uplift in EC7
It is as you are saying. Do you know any good book on Foundation Engineering based on Eurocode?
RE: FO Safty for Uplift in EC7