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  1. TheDW

    Reinforced concrete beam with web opening

    I'm using this paper to check our detail for a beam with very high shear demand right at a penetration: https://www.sefindia.org/forum/files/mamansur2006_designofreinforcedconcretebeams_with_openings_413.pdf And I'm stuck on equation 3: Am I misreading it that the Vc contribution goes from...

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