Determine the foundation's net allowable bearing capacity $()$ect for the

following:

a$)$ A permitted settling of $s=40mm$

b$)$ A $s=20mm$ permitted settlement

Use Terzaghi Bearing Capacity Formula. Take ${}_w=10k\frac{N}{m^3},$ F$.$S$.=3\mathrm{.}0,L=8m)$

Tip: Keep in mind that the bearing capacity that is allowed includes both the

allowable settlement under the foundation and a safety factor against shear

failure. Therefore, using the provided formulas, determine the foundation's

bearing capacity and compare the result to the value derived from the load$-$

settlement curve. Choose the permissible bearing capacity in the end.

$q_{\text{u}\text{l}\text{t}\text{,}\text{n}\text{e}\text{t}}=\frac{1}{2}*s_{}**B.N_{}+s_c*c*N_c+s_q**D.(N_q-1),q_{\text{a}\text{l}\text{l}\text{,}\text{n}\text{e}\text{t}}=\frac{q_{\text{u}\text{l}\text{t}\text{,}\text{n}\text{e}\text{t}}}{F}.S.$

$q_{\text{n}\text{e}\text{t}}(kPa)$