Solve for U, th, F, and M
Solve beam problem pictured below. Use a values of E of 210GPa, A=2*10^-2 m 2, 1=5*10^-5 m^4, L=2m, and P=100N (downwards). Save the displacements in the vector U, the rotations in the vector th, and the reaction forces in the vector F. Also, save the moments at each node in the variable M. The functions PlaneFrameAssemble and PlaneFrame ElementStiffness are provided. P 2 3 L L
Solve beam problem pictured below. Use a values of E of 210GPa, A=2*10^-2 m 2, 1=5*10^-5 m^4, L=2m, and P=100N (downward
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Solve beam problem pictured below. Use a values of E of 210GPa, A=2*10^-2 m 2, 1=5*10^-5 m^4, L=2m, and P=100N (downward
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