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This document summarizes the design of a pilecap to support a crane beam column with 2 piles based on ACI 318-11 code. Input parameters such as loads, member sizes, and material strengths are provided. Calculations are shown to check the adequacy of the pilecap reinforcement according to the strip and tension model and deep beam model. It is concluded that the provided pilecap reinforcement is adequate according to both design models and the column one-way shear is also adequate.

Author

Restie Teano

Language

EN