hydrostatic uplift safety factor
hydrostatic uplift safety factor
(OP)
I am designing deadmen to support a tank that will be submerged. What safety factor, if any, do I use against uplift and where is it documented?
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hydrostatic uplift safety factor
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RE: hydrostatic uplift safety factor
RE: hydrostatic uplift safety factor
RE: hydrostatic uplift safety factor
Ee used to use SF >=1 for the worst case scenario - max. ground water table while tank is empty.
RE: hydrostatic uplift safety factor
RE: hydrostatic uplift safety factor
Mike McCann
MMC Engineering
RE: hydrostatic uplift safety factor
RE: hydrostatic uplift safety factor