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  1. pop2514

    Eccentric Loads on pad foundations

    Hi.. I think it is qmax = P/(B*L) + 6Mx/(B*L^2)+ 6My/(L*B^2) qmin = P/(B*L) - 6Mx/(B*L^2) - 6My/(L*B^2) Which L= length of footing // to X axis B = length of footing // to Y axis Alright?

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