beam theory
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Engineering help requested: Calculating stiffness of a beam
I am seeking help from someone with a good grasp on beam theory (Euler–Bernoulli, whatever), such as a structural engineer, to work out the stiffness of a beam in a particular situation: Where I am so far: A steel-frame building has long-span girders between two columns (c44, left and c79...- Oystein
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- beam theory stiffness structural engineering
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