Jj J

V16.9 J

For cohesion: Nc =

v28.4 j

v17.8 J

Shape factors For overburden: s, q

v1.29 J

For cohesion: sc =

v1.31 J

Bearing resistance

Overburden at foundation base is CT'vkb = Yk x d = 9 kPa rR1 ^ r1.o ^

Partial factors from Set From overburden qu|t = |

vR1 J

v196.9 J

kPa f

From self-weight qu|t

v197.5 J

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