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This document describes methods for calculating the flexural strength and axial-flexural interaction of concrete-filled steel pipe members intended for use as substructure elements. Two methods are provided to calculate flexural strength: an exact method using strain compatibility and a conservative approximate method. An interaction equation is also given to check axial compression and flexure acting together, and notes that it may overestimate strength for members with high slenderness ratios.

Author

Sana Fatima

Language

EN