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for 60,000 the 1D bar shown with an elastic modulus of 200 GPa, cross-sectional area of 12.5x10 m2, and length of 1.5 m. dete

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Answer is 27 mm60000 m. Free body dk - A = 12:5X10-4 m2 de = 60000 x 12.5x10-4 EF 240 x 403 Nymon) LE 2015 N/m2 | E = 200 x109 Nm2 = 2x10 N

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