A strip footing is to be designed to support a dead load of 500 kN/m and an imposed load of 300 kN/m at a depth of 0.7 m in a gravelly sand. Characteristic values of the shear strength parameters are c'=0 and o'-40°. Determine the required width of the footing if a (lumped) factor of safety of 3.0 against shear failure is specified and assuming that the water table may rise to foundation level.
A strip footing is to be designed to support a dead load of 500 kN/m and an imposed load of 300 kN/m at a depth of 0.7 m in a gravelly sand. Characteristic values of the shear strength parameters are c'=0 and o'-40°. Determine the required width of the footing if a (lumped) factor of safety of 3.0 against shear failure is specified and assuming that the water table may rise to foundation level.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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