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A square footing has a dimension of 1.2 m. x 1.2 m. and has its bottom 1 m. beloW the ground surface. Bearing capacity factors: No = 35, Ng= 22, Ny= 19 %3D %3D Oall Ps=1846 kg/m³ C=1605 kg/m² ground surface Ø = 30° Ysaf=1965 kg/m3 Df=1.0 m. -1.2 m.-

A square footing has a dimension of 1.2 m. x 1.2 m. and has its bottom 1 m. beloW the ground surface. Bearing capacity factors: No = 35, Ng= 22, Ny= 19 %3D %3D Oall Ps=1846 kg/m³ C=1605 kg/m² ground surface Ø = 30° Ysaf=1965 kg/m3 Df=1.0 m. -1.2 m.-

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A square footing has a dimension of 1.2 m. x 1.2 m. and has its bottom 1 m. beloW the ground surface. Bearing capacity factors: No = 35, Ng= 22, Ny= 19 %3D Oall Ps=1846 kg/m³ C=1605 kg/m² ground surface Ø = 30° %3D Ysat=1965 kg/m3³ Df=1.0 m. -1.2 m.-
Transcribed Image Text:A square footing has a dimension of 1.2 m. x 1.2 m. and has its bottom 1 m. beloW the ground surface. Bearing capacity factors: No = 35, Ng= 22, Ny= 19 %3D Oall Ps=1846 kg/m³ C=1605 kg/m² ground surface Ø = 30° %3D Ysat=1965 kg/m3³ Df=1.0 m. -1.2 m.-
O If the ground water table is located at a depth of 1.2 m. below the ground surface, compute the allowable load that the footing could carry if it has a factor of safety of 3. ® Find the ultimate bearing capacity of the soil if the ground water table is at the bottom of the footing. 3 Find the ultimate bearing capacity of the soil if the ground water table is 0.5 m. above the bottom of the footing. Ans. 582.86 kN, 1201.14 kPa, 1106.07 kPa
Transcribed Image Text:O If the ground water table is located at a depth of 1.2 m. below the ground surface, compute the allowable load that the footing could carry if it has a factor of safety of 3. ® Find the ultimate bearing capacity of the soil if the ground water table is at the bottom of the footing. 3 Find the ultimate bearing capacity of the soil if the ground water table is 0.5 m. above the bottom of the footing. Ans. 582.86 kN, 1201.14 kPa, 1106.07 kPa
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