Solve beam problem pictured below. Use a values of E of 210GPa, A=2*10^-2 m^2, l=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 PlaneFrameElementStiffness are provided. P L 2 L 3

Solve beam problem pictured below. Use a values of E of 210GPa, A=210^-2 m^2, l=510^-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 PlaneFrameElementStiffness are provided. P L 2 L 3

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter10: Statically Indeterminate Beams

Section: Chapter Questions

Problem 10.3.6P: A cantilever beam of a length L and loaded by a uniform load of intensity q has a fixed support at A...

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