Problem 2. A concrete pile 16 in. × 16 in. in cross section is shown in Figure below. Calculate the allowable capacity, Qall, of the pile using the a method. Assume a factor of safety equal to 3. 20 ft 40 ft 16 in. Water table Silty clay Y = 118 lb/ft³ Cu = 700 lb/ft² Silty clay Ysat = 122.4 lb/ft³ Cu = 1500 lb/ft²

Structural Analysis
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Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Problem 2. A concrete pile 16 in. × 16 in. in cross section is shown in Figure below. Calculate the
allowable capacity, Qall, of the pile using the a method. Assume a factor of safety equal to 3.
20 ft
40 ft
16 in.
Water
table
Silty clay
Y = 118 lb/ft³
Cu = 700 lb/ft²
Silty clay
Ysat = 122.4 lb/ft³
Cu = 1500 lb/ft²
Transcribed Image Text:Problem 2. A concrete pile 16 in. × 16 in. in cross section is shown in Figure below. Calculate the allowable capacity, Qall, of the pile using the a method. Assume a factor of safety equal to 3. 20 ft 40 ft 16 in. Water table Silty clay Y = 118 lb/ft³ Cu = 700 lb/ft² Silty clay Ysat = 122.4 lb/ft³ Cu = 1500 lb/ft²
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