A bearing wall carries a factored ultimate vertical load of 67 k/ft. It is to be supported on a18 in deep continuous footing. The underlying soils are medium sands with c′ = 0, f′ = 37°,and g = 124 lb/ft3 . The groundwater table is at a great depth. Using LRFD, with a resistance fac-tor 0.45, compute the minimum footing width required. Express your answer to the nearest 4 in.
A bearing wall carries a factored ultimate vertical load of 67 k/ft. It is to be supported on a18 in deep continuous footing. The underlying soils are medium sands with c′ = 0, f′ = 37°,and g = 124 lb/ft3 . The groundwater table is at a great depth. Using LRFD, with a resistance fac-tor 0.45, compute the minimum footing width required. Express your answer to the nearest 4 in.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A bearing wall carries a factored ultimate vertical load of 67 k/ft. It is to be supported on a
18 in deep continuous footing. The underlying soils are medium sands with c′ = 0, f′ = 37°,
and g = 124 lb/ft3
. The groundwater table is at a great depth. Using LRFD, with a resistance fac-
tor 0.45, compute the minimum footing width required. Express your answer to the nearest 4 in.
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