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An elastic rod with its cross section of 0.01 m2 and its left end fixed and its right end pulled by a force of 10 N. Its elastic modulus is 1.0*1010 N / m2 .Its deformation is obtained by the solution of equation:
where A is the section area of the rod, E is its elastic modulus, f (x) is the distributed force on the rod. Result:
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