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The document discusses the challenges of designing concrete members for shear without stirrups, particularly in bridge decks, where new regulations often yield lower shear capacity predictions compared to older codes. It highlights the discrepancies in shear capacity calculations across various design codes and presents experimental findings on the shear behavior of haunched beams. The paper emphasizes the need for improved design models and addresses the implications for existing structures built without s

Author

charity19chigombe

Language

EN