A beam ABC, having flexural rigidity El = 75 kN.m², is loaded by a force P = 1.2 kN at end C and tied down at end A by a wire having axial rigidity EA= 900 kN, as shown in figure below. Using the superposition method, calculate the deflection and slope at point C. A B 0.5 m 0.5 m 0.75 m D Answer: 5(mm)=5.244 e (rad)= 0.00279950X
A beam ABC, having flexural rigidity El = 75 kN.m², is loaded by a force P = 1.2 kN at end C and tied down at end A by a wire having axial rigidity EA= 900 kN, as shown in figure below. Using the superposition method, calculate the deflection and slope at point C. A B 0.5 m 0.5 m 0.75 m D Answer: 5(mm)=5.244 e (rad)= 0.00279950X
Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter9: Deflections Of Beams
Section: Chapter Questions
Problem 9.6.10P: -10 The simple beam AB shown in the figure supports two equal concentrated loads P: one acting...
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![A beam ABC, having flexural rigidity El = 75 kN.m², is loaded by a force P = 1.2 kN at end C and tied
down at end A by a wire having axial rigidity EA= 900 kN, as shown in figure below. Using the
superposition method, calculate the deflection and slope at point C.
A
B
0.5 m
0.5 m
0.75 m
D
Answer:
5(mm)=5.244
e (rad)= 0.00279950X](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F0bc4d831-f68a-4b30-9841-aedd3c82dec9%2F9c57d8ce-a79e-451e-a005-8e4962309f41%2Fmcfa3nq_processed.jpeg&w=3840&q=75)
Transcribed Image Text:A beam ABC, having flexural rigidity El = 75 kN.m², is loaded by a force P = 1.2 kN at end C and tied
down at end A by a wire having axial rigidity EA= 900 kN, as shown in figure below. Using the
superposition method, calculate the deflection and slope at point C.
A
B
0.5 m
0.5 m
0.75 m
D
Answer:
5(mm)=5.244
e (rad)= 0.00279950X
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