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This document outlines the differences between RCC compression and tension members, defining their characteristics, actions, load-resisting mechanisms, and failure modes. Compression members are primarily subjected to axial compression and require checks for slenderness and stability, while tension members are subjected to axial tension and do not experience buckling. Design equations, detailing requirements, and seismic behavior for both types of members are also discussed.

Author

HIREN DESAI

Language

EN