your Mac. Question 4 For the beam shown in Fig.Q4, use the principle of virtual work to determine (1) the vertical deflection at the mid-span (Point B), and (2) the rotation at the right-hand bearing (Point C). The Young's modulus of the material is E = 200 GPa. The beam has a circular cross section with the second moment of area / = 100 x 10-6 m². I 3 m [25 Marks] 50 kN 3 m 50 kN 3 m q=10 kN/m E = 200 GPa I=100×10-6 m4 B Fig. Q4 C
your Mac. Question 4 For the beam shown in Fig.Q4, use the principle of virtual work to determine (1) the vertical deflection at the mid-span (Point B), and (2) the rotation at the right-hand bearing (Point C). The Young's modulus of the material is E = 200 GPa. The beam has a circular cross section with the second moment of area / = 100 x 10-6 m². I 3 m [25 Marks] 50 kN 3 m 50 kN 3 m q=10 kN/m E = 200 GPa I=100×10-6 m4 B Fig. Q4 C
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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Question 4
For the beam shown in Fig.Q4, use the principle of virtual work to determine (1) the vertical
deflection at the mid-span (Point B), and (2) the rotation at the right-hand bearing (Point C).
The Young's modulus of the material is E = 200 GPa. The beam has a circular cross section
with the second moment of area / = 100 x 10-6 m².
I
3 m
[25 Marks]
50 kN
3 m
50 kN
3 m
q=10 kN/m
E = 200 GPa
I=100×10-6 m4
B
Fig. Q4
C](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F48920845-8303-418f-8a5f-962f01108a40%2F11cda3d8-d952-47b1-a755-3524ec1905ad%2F8sf012_processed.jpeg&w=3840&q=75)
Transcribed Image Text:your Mac.
Question 4
For the beam shown in Fig.Q4, use the principle of virtual work to determine (1) the vertical
deflection at the mid-span (Point B), and (2) the rotation at the right-hand bearing (Point C).
The Young's modulus of the material is E = 200 GPa. The beam has a circular cross section
with the second moment of area / = 100 x 10-6 m².
I
3 m
[25 Marks]
50 kN
3 m
50 kN
3 m
q=10 kN/m
E = 200 GPa
I=100×10-6 m4
B
Fig. Q4
C
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