The truss below is to be analyzed using the Method of Sections. 2 kN A 44- 4 kN H 5m B 4 kN 5m C G 5 kN 5m D LL 5m Using a single equation of equilibrium, the force in kN in member HC is mostly near Hint: Make use of the point at the intersection between line HG and AC 3 kN E 7477 3m 2m
The truss below is to be analyzed using the Method of Sections. 2 kN A 44- 4 kN H 5m B 4 kN 5m C G 5 kN 5m D LL 5m Using a single equation of equilibrium, the force in kN in member HC is mostly near Hint: Make use of the point at the intersection between line HG and AC 3 kN E 7477 3m 2m
Chapter5: Beams And Frames: Shear And Bending Moment
Section: Chapter Questions
Problem 53P: For the beam shown: (a) determine the distance a for which the maximum positive and negative bending...
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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
4 kN
H
5m
B
5m
4 kN
C
G
5m
5 kN
VD
F
5m
3 kN
E
T
3m
4
2m
Using a single equation of equilibrium, the force in kN in member HC is mostly near
Hint: Make use of the point at the intersection between line HG and AC
S
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