Analysis of Eccentrically Loaded Column

This document provides a detailed analysis of an eccentrically loaded column. The analysis involves determining the ultimate strength of compression without bending, strength reduction factor for compression, and interaction diagram. The document also considers the parameters for stress block limits and zero stress in tension bars. Specific calculations are performed to determine the yield strain for N bars, ultimate strength of the column, and strength reduction factors for different points (A, B, C, D) on the interaction diagram.