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1 0.7 A group of 6 piles and a pile cap are supporting a circular m m column which has a diameter of 500 mm. 1m Axial load of the column is Q = -900 kN, 1 m and the moment the column transfers to the foundation is in the direction shown in the figure, My = 582 kN.m. My Piles diameter is 200 mm. Ultimate load factor (ULF) = 1.4. Q fe' = 25 MPa. 1. Calculate axial loads in each pile. 2. Assume a pile cap depth, then perform punching check for the piles. 3. What is the maximum moment (Mu) the pile cap shall be designed for?

1 0.7 A group of 6 piles and a pile cap are supporting a circular m m column which has a diameter of 500 mm. 1m Axial load of the column is Q = -900 kN, 1 m and the moment the column transfers to the foundation is in the direction shown in the figure, My = 582 kN.m. My Piles diameter is 200 mm. Ultimate load factor (ULF) = 1.4. Q fe' = 25 MPa. 1. Calculate axial loads in each pile. 2. Assume a pile cap depth, then perform punching check for the piles. 3. What is the maximum moment (Mu) the pile cap shall be designed for?

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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1 0.7 A group of 6 piles and a pile cap are supporting a circular m m column which has a diameter of 500 mm. 1m Axial load of the column is Q = -900 kN, 1 m and the moment the column transfers to the foundation is in the direction shown in the figure, My = 582 kN.m. My Piles diameter is 200 mm. Ultimate load factor (ULF) = 1.4. Q fe' = 25 MPa. 1. Calculate axial loads in each pile. 2. Assume a pile cap depth, then perform punching check for the piles. 3. What is the maximum moment (Mu) the pile cap shall be designed for?
Transcribed Image Text:1 0.7 A group of 6 piles and a pile cap are supporting a circular m m column which has a diameter of 500 mm. 1m Axial load of the column is Q = -900 kN, 1 m and the moment the column transfers to the foundation is in the direction shown in the figure, My = 582 kN.m. My Piles diameter is 200 mm. Ultimate load factor (ULF) = 1.4. Q fe' = 25 MPa. 1. Calculate axial loads in each pile. 2. Assume a pile cap depth, then perform punching check for the piles. 3. What is the maximum moment (Mu) the pile cap shall be designed for?
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