For clayey soil: $,q_{u(F)}=q_{u(P)}$

For sandy soils: $q_{u(F)}=q_{u(P)}\frac{B_F}{B_P}$

$B_F=$ width of the foundation

$B_P=$ width of the test plate

Select correct answer:

a$)695$kN

b$)2086\mathrm{.}0$kN

c$)261$kN