0.2 A continuous foundation is shown below, if the load one way eccentricity is (e = 0.3 m). Determine the ultimate load using the effective area method (1953 Meyerhof). 7 1.5.m Sand 400 do y = 16.5 kN/m 2 m LANO 101 0.2 A continuous foundation is shown below, if the load one way eccentricity is (e = 0.3 m). Determine the ultimate load using the effective area method (1953 Meyerhof). 7 1.5.m Sand 400 do y = 16.5 kN/m 2 m LANO 101