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?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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