A STuare footing is 1.8 x 1.8 m with a 0.4 × 0.4 m? square column. It is loaded with an zxia! load of 1800 kN and M d'-36° and c'=20 kPa. The footing depth D= 1.8 m, the soil unit weight y = 18 kN/m³, the water table is at a depth of 4.2 m from the ground surface. What is the ultimate load Qu by using general bearing capacity equation. 810 kN.m; My 260 kN.m. Undrained triaxial tests give %3D Given (- (0.62 ,0.66 ,0.68 (0.72) and 2- (0.20 (0.24),0.28,0.32) L
A STuare footing is 1.8 x 1.8 m with a 0.4 × 0.4 m? square column. It is loaded with an zxia! load of 1800 kN and M d'-36° and c'=20 kPa. The footing depth D= 1.8 m, the soil unit weight y = 18 kN/m³, the water table is at a depth of 4.2 m from the ground surface. What is the ultimate load Qu by using general bearing capacity equation. 810 kN.m; My 260 kN.m. Undrained triaxial tests give %3D Given (- (0.62 ,0.66 ,0.68 (0.72) and 2- (0.20 (0.24),0.28,0.32) L
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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