The horizontal member shown in the figure is loaded by 57 kN at E. It is supported by steel connector AB (E = 200 GPa, A= 615 mm²) and aluminum connector CD (E = 70 GPa, A = 525 mm² ). Determine the deformation incurred by connectors AB and CD. Also, calculate the vertical displacement of E. 57 kN 0.5 m 0.3 m | E B 0.25 m 0.5 m
The horizontal member shown in the figure is loaded by 57 kN at E. It is supported by steel connector AB (E = 200 GPa, A= 615 mm²) and aluminum connector CD (E = 70 GPa, A = 525 mm² ). Determine the deformation incurred by connectors AB and CD. Also, calculate the vertical displacement of E. 57 kN 0.5 m 0.3 m | E B 0.25 m 0.5 m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![The horizontal member shown in the figure is loaded by 57 kN at E. It is supported by steel
connector AB (E = 200 GPa, A= 615 mm² ) and aluminum connector CD (E = 70 GPa, A = 525 mm² ).
Determine the deformation incurred by connectors AB and CD. Also, calculate the vertical displacement of E.
57 kN
0.5 m
0.3 m
|
E
B
0.25 m
0.5 m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F7b2516d5-7244-4ad4-921d-5763bbea81b7%2F8a490162-d190-4351-acd0-54bc62b35802%2Fljvqvc0m_processed.jpeg&w=3840&q=75)
Transcribed Image Text:The horizontal member shown in the figure is loaded by 57 kN at E. It is supported by steel
connector AB (E = 200 GPa, A= 615 mm² ) and aluminum connector CD (E = 70 GPa, A = 525 mm² ).
Determine the deformation incurred by connectors AB and CD. Also, calculate the vertical displacement of E.
57 kN
0.5 m
0.3 m
|
E
B
0.25 m
0.5 m
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