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    <title>Beam Bending on Engineering Tools</title>
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      <title>Derivation of the Euler-Bernoulli Beam Equation EI·y″ = M(x)</title>
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      <description>Step-by-step derivation of the moment-curvature relation EI·y″ = M(x), from plane sections assumption to the Euler-Bernoulli bending equation. All hypotheses stated explicitly.</description>
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