A foundation of 3 mx2.5 m is to be constructed within the property line. An eccentricity is needed to be performed in the length direction and equal to 30 cm. The load is 10 degrees inclined from the vertical direction. Water table is located 250 cm below the ground surface. Depth of foundation is 1.5 m from the ground surface. Drained angle of friction for soil is 32 and effective cohesion is 13 kN/m. Y(soil) -17.5 kN/m. Ysat (soil)=18 kN/m. Determine the ultimate load on the foundation using Meyerhof's area effective method? Solution: Df-1.5 m