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

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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Concept explainers

Design of structures using FEA

An arrangement, in which various members are interconnected with their constrained relative motion, the whole arrangement is then known as a structure. The degree of freedom of such a structure is zero. In such a structure, the load can act throughout the length of the structure or at the joints.

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

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