Question
A column foundation (Figure P6.9) is 3 m x 2 m in plan.Given: D, = 1.5 m, 6' =Eg. (6.28) and FS = 3, determine the net allowable load[see Eq. (6.24)] the foundation could carry.25°, c' = 70 kN/m². Using
Fig: 1
Fig: 2
A column foundation (Figure P6.9) is 3 m x 2 m in plan.Given: D, = 1.5 m, 6' =Eg. (6.28) and FS = 3, determine the net allowable load[see Eq. (6.24)] the foundation could carry.25°, c' = 70 kN/m². Using
Fig: 1
Fig: 2
