3 M Truss Specifications: Height = 4m 3m x 4 bottom chords = 12m total length For the Given truss, adopt the following loading: 30KN to the RIGHT at NODE 1. 25KN DOWNWARD at NODES 2, 4 and 6. Given that for all members, Modulus of Elasticity E = 120GPa Area for all members = 300sq.mm. Determine: Strain, by deformation, at members 0-1, 0-2, 1-3, 1-4, 2-4. 5 7
3 M Truss Specifications: Height = 4m 3m x 4 bottom chords = 12m total length For the Given truss, adopt the following loading: 30KN to the RIGHT at NODE 1. 25KN DOWNWARD at NODES 2, 4 and 6. Given that for all members, Modulus of Elasticity E = 120GPa Area for all members = 300sq.mm. Determine: Strain, by deformation, at members 0-1, 0-2, 1-3, 1-4, 2-4. 5 7
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
Pls help me find the strain by deformation
![3
M
Truss Specifications:
Height = 4m
3m x 4 bottom chords = 12m total length
For the Given truss, adopt the following loading:
30KN to the RIGHT at NODE 1.
25KN DOWNWARD at NODES 2, 4 and 6.
Given that for all members, Modulus of Elasticity E = 120GPa
Area for all members = 300sq.mm.
Determine:
Strain, by deformation, at members 0-1, 0-2, 1-3, 1-4, 2-4.
5
7](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F9881b1db-79cd-4460-90f6-3e2169ec850c%2F14f1a50b-097d-408e-8091-a4cfa8a3268f%2F6uxhzib_processed.jpeg&w=3840&q=75)
Transcribed Image Text:3
M
Truss Specifications:
Height = 4m
3m x 4 bottom chords = 12m total length
For the Given truss, adopt the following loading:
30KN to the RIGHT at NODE 1.
25KN DOWNWARD at NODES 2, 4 and 6.
Given that for all members, Modulus of Elasticity E = 120GPa
Area for all members = 300sq.mm.
Determine:
Strain, by deformation, at members 0-1, 0-2, 1-3, 1-4, 2-4.
5
7
![3
M
Truss Specifications:
Height = 4m
3m x 4 bottom chords = 12m total length
For the Given truss, adopt the following loading:
30KN to the RIGHT at NODE 1.
25KN DOWNWARD at NODES 2, 4 and 6.
Given that for all members, Modulus of Elasticity E = 120GPa
Area for all members = 300sq.mm.
Determine:
Strain, by deformation, at members 0-1, 0-2, 1-3, 1-4, 2-4.
5
7](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F9881b1db-79cd-4460-90f6-3e2169ec850c%2F14f1a50b-097d-408e-8091-a4cfa8a3268f%2F7lqufv_processed.jpeg&w=3840&q=75)
Transcribed Image Text:3
M
Truss Specifications:
Height = 4m
3m x 4 bottom chords = 12m total length
For the Given truss, adopt the following loading:
30KN to the RIGHT at NODE 1.
25KN DOWNWARD at NODES 2, 4 and 6.
Given that for all members, Modulus of Elasticity E = 120GPa
Area for all members = 300sq.mm.
Determine:
Strain, by deformation, at members 0-1, 0-2, 1-3, 1-4, 2-4.
5
7
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