Q1) A rectangular foundation with dimensions
L=4m**B=1.8mis shown in the figure below. Considering the two-way eccentricity of the load (
c_(B)=0.18mand
e_(L)=0.7m), determine the ultimate bearing capacity of the soil qutt and the ultimate applicable vertical load in the column, Qut. (Use Meyerhof's general bearing capacity equations) (45%)