Selecting an I Section Beam to Satisfy Maximum Deflection Requirements

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  • Опубліковано 21 жов 2024

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  • @davidfinch2872
    @davidfinch2872 2 роки тому

    Good video, but shouldn't deflection be 5WL^3/38EI for a simply supported beam with a UDL load? I think you have used fixed ends formula.