Has anyone come across some worked examples for deflection/rotation checks for concrete piles.
Piles are integrated with tie beams for information.
Looked at Pile Design and Construction Practice from Tomlinson and Woodward. In page 346, mention is made for assuming 50% inertia relative to uncracked pile, and mentions overprediction deflections. In Example 6.8, the uncracked inertia is used.
Piles are integrated with tie beams for information.
Looked at Pile Design and Construction Practice from Tomlinson and Woodward. In page 346, mention is made for assuming 50% inertia relative to uncracked pile, and mentions overprediction deflections. In Example 6.8, the uncracked inertia is used.
