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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![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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F224e00c8-21df-4881-afe8-f9a7b538e4c8%2Ff96b5bfe-fcf7-4664-8d69-0ab06b6658c8%2Fk1jgcbl_processed.png&w=3840&q=75)
Transcribed Image Text: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
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9781337093347
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