(Solved): Moist unit weight of soil, gamma \( =100 \mathrm{pcf} \) Saturated unit weight of soil, gamma sat \ ...

Moist unit weight of soil, gamma \( =100 \mathrm{pcf} \) Saturated unit weight of soil, gamma sat \( =110 \) pcf Cohesion of soil, \( \mathrm{c}=0 \mathrm{psf} \) The factor of safety, FS = 2 The internal friction angle of soil is 35 degrees \( B=4 \mathrm{ft}, D_{f}=4 \mathrm{ft}, \mathrm{h}=1 \mathrm{ft} \). A circular footing is shown below. Determine the followings: 1. Ultimate bearing capacity, qu = psf 2. Allowable bearing capacity, qa = psf