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
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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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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