400 kN 30 kN/m A В C D 5 m - 5 m 10 m 31 For the beam shown in the figure above, modulus of elasticity is E = 180 GPa, and I = 15 x 10-5 m4. Determine: a. the stiffness matrix for each element b. the total stiffness matrix and the total stiffness equation c. the deflection of point B and the nodal slopes of all point

400 kN 30 kN/m A В C D 5 m - 5 m 10 m 31 For the beam shown in the figure above, modulus of elasticity is E = 180 GPa, and I = 15 x 10-5 m4. Determine: a. the stiffness matrix for each element b. the total stiffness matrix and the total stiffness equation c. the deflection of point B and the nodal slopes of all point

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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Beam ABC is loaded by a uniform load q and point load P at joint C. Using the method of superposition, calculate the deflection at joint C. Assume that L = 4 m, a =2ra, q = 15 kN/m, P = 7.5 kN, £ = 200 GPa, and / = 70.8 X 106 mm4.
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