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1)Solve Problem P3
1)Solve Problem P3.20 using force equilibrium; i.e., internal force caused by stress is equal to external force.
2)Consider two bar elements under a force at the tip. Using the Displacement controlled method, plot the load–displacement curve (F vs. u2 and u3). Increase the tip displacement u3 up to 1.0 m by ten equal increments. Assume St. Venant–Kirchhoff material with E=100 MPa and crosssectional areas of A(1)=1.0*10-4 m2 and A(2)=0.5*10-4 m2.
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