Problem 5) A beam carries a distributed load that varies from zero at the support A to 60 kN/m at its overhanging end, as shown in the figure. Write the equation of the elastic curve for segment AB of the beam, determine the slope at support A, and determine the deflection at appoint of the beam located 3 meters from support A. 6m Problem 5 B-080 2 m 60 kN/m El= constant E = 200 GPa c1=95(106)mm*
Problem 5) A beam carries a distributed load that varies from zero at the support A to 60 kN/m at its overhanging end, as shown in the figure. Write the equation of the elastic curve for segment AB of the beam, determine the slope at support A, and determine the deflection at appoint of the beam located 3 meters from support A. 6m Problem 5 B-080 2 m 60 kN/m El= constant E = 200 GPa c1=95(106)mm*
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Problem 5) A beam carries a distributed load that varies from zero at the support A to 60 kN/m at its overhanging end, as shown in the figure. Write the equation of the elastic curve for segment AB of the beam, determine the slope at support A, and determine the deflection at appoint of the beam located 3 meters from support A.
![Problem 5) A beam carries a distributed load that varies from zero at the support A to 60 kN/m at its
overhanging end, as shown in the figure. Write the equation of the elastic curve for segment AB of the
beam, determine the slope at support A, and determine the deflection at appoint of the beam located 3
meters from support A.
A
6 m
Problem 5
B-080
2 m
60 kN/m
C
El= constant
E = 200 GPa
1 = 95(106)mm¹](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F59e23841-3cbb-4267-bc20-9465f50a532c%2Fa92a0c5c-3631-4ffa-8dfc-19739d05db4d%2Fgaqa8d_processed.png&w=3840&q=75)
Transcribed Image Text:Problem 5) A beam carries a distributed load that varies from zero at the support A to 60 kN/m at its
overhanging end, as shown in the figure. Write the equation of the elastic curve for segment AB of the
beam, determine the slope at support A, and determine the deflection at appoint of the beam located 3
meters from support A.
A
6 m
Problem 5
B-080
2 m
60 kN/m
C
El= constant
E = 200 GPa
1 = 95(106)mm¹
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