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Total overburden at foundation base is a^ b = Ykx d = 31-5 kPa Partial factors from set R3: yrv = 1-0

Ultimate resistance is qu|t = (n + 2) x cud x dc x sc + avk b = 257-6 kPa

Design resistance is qRd qult YRv

257.6 kPa

Drained bearing resistance

Effective overburden at foundation base is a'vkb = avk b - ukb = 16-8 kPa

From overburden q'u|t = (Nqx a'vkb) = 112-5 kPa From cohesion q'u|t = (Ncx c'd) = 61-1 kPa

From self-weight q'u|t =

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