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 X 10-4 m2 and A(2) = 0.5 X 10-4m2.
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