The allowable bearing capacity of a 30-ft thick, medium dense sand stratum (with o = 36° and y = 112 pef) is 3 ksf. Column A has a design load of 430 kips and column B has a design load of 190 kips. Select footing sizes and determine the differential settlement A(AH) between them. Is this A(AH) acceptable for columns spaced 30 ft apart?
The allowable bearing capacity of a 30-ft thick, medium dense sand stratum (with o = 36° and y = 112 pef) is 3 ksf. Column A has a design load of 430 kips and column B has a design load of 190 kips. Select footing sizes and determine the differential settlement A(AH) between them. Is this A(AH) acceptable for columns spaced 30 ft apart?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:The allowable bearing capacity of a 30-ft thick, medium dense sand stratum (with o = 36° and y =
112 pef) is 3 ksf. Column A has a design load of 430 kips and column B has a design load of 190
kips. Select footing sizes and determine the differential settlement A(AH) between them. Is this
A(AH) acceptable for columns spaced 30 ft apart?
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