A 5 ft wide, 8 ft long, 3 ft deep footing supports a downward load of 200 k and a horizontalshear load of 25 k. The shear load acts parallel to the 8 ft dimension. The underlying soils havec′ = 220 lb/ft2 , f′ = 28°, and g = 123 lb/ft3 . Using an effective stress analysis, compute the factor of safety against a bearing capacity failure. .
A 5 ft wide, 8 ft long, 3 ft deep footing supports a downward load of 200 k and a horizontalshear load of 25 k. The shear load acts parallel to the 8 ft dimension. The underlying soils havec′ = 220 lb/ft2 , f′ = 28°, and g = 123 lb/ft3 . Using an effective stress analysis, compute the factor of safety against a bearing capacity failure. .
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A 5 ft wide, 8 ft long, 3 ft deep footing supports a downward load of 200 k and a horizontal
shear load of 25 k. The shear load acts parallel to the 8 ft dimension. The underlying soils have
c′ = 220 lb/ft2
, f′ = 28°, and g = 123 lb/ft3
. Using an effective stress analysis, compute the
factor of safety against a bearing capacity failure.
.
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