An 8 in CMU wall applies a compressive load of PD = 7.2 klf and PL = 7.3 klf to a concrete strip footing. The footing is constructed using concrete with a 3500 psi 28-day strength. The soils report for this project has indicated that the allowable soil bearing capacity for shallow footings is 2200 psf and the local frost depth is 36 inches. FIND: Design and detail the un-reinforced footing for this condition. Provide a sketch detailing your answer
An 8 in CMU wall applies a compressive load of PD = 7.2 klf and PL = 7.3 klf to a concrete strip footing. The footing is constructed using concrete with a 3500 psi 28-day strength. The soils report for this project has indicated that the allowable soil bearing capacity for shallow footings is 2200 psf and the local frost depth is 36 inches. FIND: Design and detail the un-reinforced footing for this condition. Provide a sketch detailing your answer
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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An 8 in CMU wall applies a compressive load of PD = 7.2 klf and PL = 7.3 klf to a concrete strip footing. The footing is constructed using concrete with a 3500 psi 28-day strength. The soils report for this project has indicated that the allowable soil bearing capacity for shallow footings is 2200 psf and the local frost depth is 36 inches. FIND: Design and detail the un-reinforced footing for this condition. Provide a sketch detailing your answer!!
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