Problem # 5: The horizontal member shown in the figure is loaded by 25 kN at E. It is supported by steel connector AB (E = 200 GPa, A= 620 mm² ) and aluminum connector CD (E = 70 GPa, A 530 mm² ). Determine the deformation incurred by connectors AB and CD. Also, calculate the vertical displacement of E. 25 kN 0.5 m 0.3 m D. E 0.4 m 0.2 m
Problem # 5: The horizontal member shown in the figure is loaded by 25 kN at E. It is supported by steel connector AB (E = 200 GPa, A= 620 mm² ) and aluminum connector CD (E = 70 GPa, A 530 mm² ). Determine the deformation incurred by connectors AB and CD. Also, calculate the vertical displacement of E. 25 kN 0.5 m 0.3 m D. E 0.4 m 0.2 m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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5. Show your complete solution.
![Problem # 5: The horizontal member shown in the figure is loaded by 25 kN at E. It is supported by steel
connector AB (E = 200 GPa, A= 620 mm2 ) and aluminum connector CD (E = 70 GPa, A = 530 mm2 ).
Determine the deformation incurred by connectors AB and CD. Also, calculate the vertical displacement of E.
25 kN
0.5 m
0.3 m
E
0.4 m
0.2 m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F20fecfd4-c9b7-4c4a-b433-af63785cebc6%2F94ca1901-719f-436c-9c89-f3ef27ef82c9%2F67ms7t_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Problem # 5: The horizontal member shown in the figure is loaded by 25 kN at E. It is supported by steel
connector AB (E = 200 GPa, A= 620 mm2 ) and aluminum connector CD (E = 70 GPa, A = 530 mm2 ).
Determine the deformation incurred by connectors AB and CD. Also, calculate the vertical displacement of E.
25 kN
0.5 m
0.3 m
E
0.4 m
0.2 m
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