A wall footing is to be constructed on a clay soil 0.70m below the ground. The footing is to support a wall that imposes a load of 135 kN per meter of wall length. Considering general shear failure. 1. What footing width should be provided to have a factor of safety of 3 2. Compute the ultimate bearing capacity if the width is 0.95m

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A wall footing is to be constructed on a clay soil 0.70m below the ground. The footing is to support a wall that
imposes a load of 135 kN per meter of wall length. Considering general shear failure.
1. What footing width should be provided to have a factor of safety of 3
2. Compute the ultimate bearing capacity if the width is 0.95m
3. Find the new factor of safety.
0.70m
Y = 17.3 kN/m3
c = 14 kPa
Nc-35 Nq=22 Ny=19
Transcribed Image Text:A wall footing is to be constructed on a clay soil 0.70m below the ground. The footing is to support a wall that imposes a load of 135 kN per meter of wall length. Considering general shear failure. 1. What footing width should be provided to have a factor of safety of 3 2. Compute the ultimate bearing capacity if the width is 0.95m 3. Find the new factor of safety. 0.70m Y = 17.3 kN/m3 c = 14 kPa Nc-35 Nq=22 Ny=19
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