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 mm? ). 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 mm? ). 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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Question
SOM 5. Show your complete solution. ( I know the answers but I need the detailed solution)
Given answers:
Deformation of AB = 0.121 mm
Deformation of CD = 1.011 mm
Vertical Displacement of E= 0.242 mm

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
D
E
0.4 m
0.2 m
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