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This document discusses the use of strut-and-tie models (STM) for analyzing pile caps in reinforced concrete structures. STM can reliably analyze regions where ordinary beam theory is not applicable, such as pile caps which experience significant shear stresses or torsion. The document provides an overview of STM and its application to pile cap design for different numbers of piles (2, 3, and 4 piles). Examples of STM are given for typical pile cap configurations.

Author

selvarajselvaa

Language

EN