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  1. OK-2903

    Overturning checks, buoyant force load factors

    I agree that the equation 1 is correct. Nevertheless I disagree to use load factor 0.6 for dead load in one combination with buoyant force with load coefficient 1.0. It leads to overdesigned footings if the UG water level is high (even if required overturning SF 1.0 only). There is probably an...

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