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This document summarizes a study on modeling the ultimate capacity of steel angles subjected to eccentric compression loads using nonlinear finite element analysis. The study aimed to model steel angles under eccentric compression, compare results with experimental test data and existing formulas, and provide design recommendations. The analysis used shell elements to model angles and applied concentric and eccentric loads to determine buckling loads. Results showed capacity is reduced by eccentricity for s

Author

kmabd

Language

EN