Timoshenko beam theory - PowerPoint PPT Presentation

Chapter 4. Development of Beam Equations

Chapter 4. Development of Beam Equations. Recall: Truss (or bar) elements are subjected to axial tensile or compressive forces only (no bending) and deform by change in length Beam elements (Chapter 4) - deform by bending

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Leonardo da Vinci System for equalizing the release of a spring

Leonardo da Vinci System for equalizing the release of a spring. Isaac Newton. Robert Hooke (1635-1703). Willen Church The only building in existence that Robert Hooke designed and that is in original condition. Bernoullis. Jacob Bernoulli 1654-1705. Johann Bernoulli 1667-1748.

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