For the truss in figure below, the cross-sectional area of the truss members is A=500 mm² and Young's modulus E= 200 GPa. Let P = 93.7 kN. 1 m √3 m B Ø D 1 m √3 m F Determine: a) Strain energy for truss AC. Enter your answer in Jto 2 decimal places. b) Strain energy for truss AB. Enter your answer in J to 2 decimal places. c) Strain energy for truss BC. Enter your answer in J to 2 decimal places. d) Strain energy for truss BD. Enter your answer in J to 2 decimal places. e) Strain energy for truss DC. Enter your answer in J to 2 decimal places. f) Strain energy for truss DF. Enter your answer in J to 2 decimal places. g) Strain energy for truss FC. Enter your answer in J to 2 decimal places. h) Strain energy for truss CE. Enter your answer in J to 2 decimal places. i) The displacement at point A. Enter your answer in mm to 2 decimal places. A
For the truss in figure below, the cross-sectional area of the truss members is A=500 mm² and Young's modulus E= 200 GPa. Let P = 93.7 kN. 1 m √3 m B Ø D 1 m √3 m F Determine: a) Strain energy for truss AC. Enter your answer in Jto 2 decimal places. b) Strain energy for truss AB. Enter your answer in J to 2 decimal places. c) Strain energy for truss BC. Enter your answer in J to 2 decimal places. d) Strain energy for truss BD. Enter your answer in J to 2 decimal places. e) Strain energy for truss DC. Enter your answer in J to 2 decimal places. f) Strain energy for truss DF. Enter your answer in J to 2 decimal places. g) Strain energy for truss FC. Enter your answer in J to 2 decimal places. h) Strain energy for truss CE. Enter your answer in J to 2 decimal places. i) The displacement at point A. Enter your answer in mm to 2 decimal places. A
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![For the truss in figure below, the cross-sectional area of the truss members is A=500 mm² and Young's modulus E= 200 GPa. Let P = 93.7 kN.
1 m
√3 m
B
Ø
D
1 m
√3 m
F
Determine:
a) Strain energy for truss AC. Enter your answer in Jto 2 decimal places.
b) Strain energy for truss AB. Enter your answer in J to 2 decimal places.
c) Strain energy for truss BC. Enter your answer in J to 2 decimal places.
d) Strain energy for truss BD. Enter your answer in J to 2 decimal places.
e) Strain energy for truss DC. Enter your answer in J to 2 decimal places.
f) Strain energy for truss DF. Enter your answer in J to 2 decimal places.
g) Strain energy for truss FC. Enter your answer in J to 2 decimal places.
h) Strain energy for truss CE. Enter your answer in Jto 2 decimal places.
i) The displacement at point A. Enter your answer in mm to 2 decimal places.
A](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F27ed0e4e-8ece-4c8c-a8df-913161803e50%2F741c82b4-6af8-4091-94ee-d9d7f7e48b60%2F7al3in8_processed.png&w=3840&q=75)
Transcribed Image Text:For the truss in figure below, the cross-sectional area of the truss members is A=500 mm² and Young's modulus E= 200 GPa. Let P = 93.7 kN.
1 m
√3 m
B
Ø
D
1 m
√3 m
F
Determine:
a) Strain energy for truss AC. Enter your answer in Jto 2 decimal places.
b) Strain energy for truss AB. Enter your answer in J to 2 decimal places.
c) Strain energy for truss BC. Enter your answer in J to 2 decimal places.
d) Strain energy for truss BD. Enter your answer in J to 2 decimal places.
e) Strain energy for truss DC. Enter your answer in J to 2 decimal places.
f) Strain energy for truss DF. Enter your answer in J to 2 decimal places.
g) Strain energy for truss FC. Enter your answer in J to 2 decimal places.
h) Strain energy for truss CE. Enter your answer in Jto 2 decimal places.
i) The displacement at point A. Enter your answer in mm to 2 decimal places.
A
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