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The downward deflection of an end loaded cantilevered beam can be written as FL3/3EI, where I is the area moment of inertia of the beam. How does the deflection of the beam increase if the length is tripled and all else remains constant?

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The downward deflection of an end loaded cantilevered beam can be written as FL<sup>3</sup>/3EI, where I is the area moment of inertia of the beam. How does the deflection of the beam increase if the length is tripled and all else remains constant?






 
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