Tem

Total overburden at foundation base is a^ b = Yk fdn x (d - AH) = 4 kPa kPa©

Ultimate resistance qu|t = ^(n + 2) x cud fdn x ic + CTvk b]

Design resistance qRd =

YRv v 133 y kPa

Toppling resistance

Design stabilizing moment due to self-weight alone:

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