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 = 95.8 kN. Determine: a) Strain energy for truss AC. Enter your answer in J to 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.
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 = 95.8 kN.
Determine:
a) Strain energy for truss AC. Enter your answer in J to 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.
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