A building column carries factored ultimate loads of 5,500 kN vertical and 1,200 kN horizontal.The column is founded on a 1.5 m square footing at a depth of 1.7 m. The soil is a cohesionless sandwith f′ = 32° and g = 18.8 kN/m3 . The water table is at a depth of 6 m. Using LRFD with anactive earth pressure load factor of 1.5, determine if this footing satisfies requirements for sliding.
A building column carries factored ultimate loads of 5,500 kN vertical and 1,200 kN horizontal.The column is founded on a 1.5 m square footing at a depth of 1.7 m. The soil is a cohesionless sandwith f′ = 32° and g = 18.8 kN/m3 . The water table is at a depth of 6 m. Using LRFD with anactive earth pressure load factor of 1.5, determine if this footing satisfies requirements for sliding.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A building column carries factored ultimate loads of 5,500 kN vertical and 1,200 kN horizontal.
The column is founded on a 1.5 m square footing at a depth of 1.7 m. The soil is a cohesionless sand
with f′ = 32° and g = 18.8 kN/m3
. The water table is at a depth of 6 m. Using LRFD with an
active earth pressure load factor of 1.5, determine if this footing satisfies requirements for sliding.
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