Design a reinforced concrete pile cap to support unfactored column axial dead and live loads of 475 kips and 850 kips, respectively, through a 28 in. square concrete pedestal. The top of the footing is at the same elevation as the finished grade (i.e., no soil overburden). Use 40-ton steel piles. Assume normalweight concrete with a compressive strength of 3500 psi. Complete the following: 1) Determine suitable pile cap configuration and thickness 2) Check one-way shear in both directions 3) Check two-way shear
Design a reinforced concrete pile cap to support unfactored column axial dead and live loads of 475 kips and 850 kips, respectively, through a 28 in. square concrete pedestal. The top of the footing is at the same elevation as the finished grade (i.e., no soil overburden). Use 40-ton steel piles. Assume normalweight concrete with a compressive strength of 3500 psi. Complete the following: 1) Determine suitable pile cap configuration and thickness 2) Check one-way shear in both directions 3) Check two-way shear
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Design a reinforced concrete pile cap to support unfactored column axial dead and live loads of 475 kips and 850 kips, respectively, through a 28 in. square concrete pedestal. The top of the footing is at the same elevation as the finished grade (i.e., no soil overburden). Use 40-ton steel piles. Assume normalweight concrete with a compressive strength of 3500 psi. Complete the following:
1) Determine suitable pile cap configuration and thickness
2) Check one-way shear in both directions
3) Check two-way shear
4) Determine the cross-sectional moment demands in the long and short directions (do not design the reinforcement here) Use qa=5000
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