Chapter 7: Reinforced Concrete Column and Wall Footings, Part 2
Description:
This application determines minimum required pile cap thickness and the maximum size and minimum number of reinforcing bars for pile caps with from 2 to 20 piles in a group. Pile diameter and spacing, and the size of the supported rectangular pier or wall may be specified by the user. The application uses the Strength Design Method of ACI 318-89.
Next: Chapter 7, Part 3Previous: Chapter 7, Part 1
