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Continuous Beam Bending Tables for varying span length "L" - Structural engineering general discussion - Eng-Tips
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Solved) - Use superposition of beam-deflection solutions from Table E.1 to... - (1 Answer) | Transtutors
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At what point are deflection tables no longer accurate? I am modeling a fat, hollow beam that may have local deflection. : r/AskEngineers
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