The truss below is to be analyzed using the Method of Sections. 2 kN A 4- 5m 4 kN H B 5m 4 KN C G -5m 5 kN D IF 5m 3 kN E TATT 3m 4 2m
The truss below is to be analyzed using the Method of Sections. 2 kN A 4- 5m 4 kN H B 5m 4 KN C G -5m 5 kN D IF 5m 3 kN E TATT 3m 4 2m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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How do i solve the attached trusses/civil engineering problem?
Transcribed Image Text:The truss below is to be analyzed using the Method of Sections.
2 kN
A
4
4 kN
5m
VB
H
5m
4 kN
C
G
5m
5 kN
VD
F
5m
3 KN
E
L
T
3m
2m
Using a single equation of equilibrium, the force in kN in member BC is mostly near
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