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Moment-Shear Interaction in Plate Girders by Hakan Ezcan is a document available to read on EtoBox.

This document summarizes a study on moment-shear interaction in plate girders. It discusses interaction equations specified in design codes, which were originally developed for bare steel sections without considering shear buckling. The study revisits these equations and investigates interaction effects in composite sections. It finds that neglecting interaction can lead to unsafe designs when web failures are governed by yielding rather than buckling. The study examines the applicability of interaction equ

Author

Hakan Ezcan

Language

EN