Strain energy for truss AC. Enter your answer in J to 2 decimal places. Positive value indicates tension, negative value compression. b) Strain energy for truss AB. Enter your answer in J to 2 decimal places. Positive value indicates tension, negative value compression. c) Strain energy for truss BC. Enter your answer in J to 2 decimal places. Positive value indicates tension, negative value compression.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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a) Strain energy for truss ACEnter your answer in J to 2 decimal places. Positive value indicates tension, negative value compression.

b) Strain energy for truss AB. Enter your answer in J to 2 decimal places. Positive value indicates tension, negative value compression.

c) Strain energy for truss BC. Enter your answer in J to 2 decimal places. Positive value indicates tension, negative value compression.

d) Strain energy for truss BDEnter your answer in J to 2 decimal places. Positive value indicates tension, negative value compression.

 
e) Strain energy for truss DCEnter your answer in J to 2 decimal places. Positive value indicates tension, negative value compression.
f) Strain energy for truss DF. Enter your answer in J to 2 decimal places. Positive value indicates tension, negative value compression.
g) Strain energy for truss FC. Enter your answer in J to 2 decimal places. Positive value indicates tension, negative value compression.
h) Strain energy for truss CE. Enter your answer in J to 2 decimal places. Positive value indicates tension, negative value compression.
i) The displacement at point A. Enter your answer in mm 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=114.5 kN.
1 m
√3 m
Determine:
E
√3 m
B
P
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=114.5 kN. 1 m √3 m Determine: E √3 m B P
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