4) Write the equilibrium equations 5) Solve for the unknown exterior reactions. 3 m -3m- B F 60 kN +₂ 3m +₂ E -3m- 2m Tip: Start with the method of sections (cut bars BC and FE) and consider equilibrium of the left portion of the truss
4) Write the equilibrium equations 5) Solve for the unknown exterior reactions. 3 m -3m- B F 60 kN +₂ 3m +₂ E -3m- 2m Tip: Start with the method of sections (cut bars BC and FE) and consider equilibrium of the left portion of the truss
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![4) Write the equilibrium equations
5) Solve for the unknown exterior reactions.
3 m
A
k
-3m
B
60 kN
de
-3m
+₂
E
3 m
2m
Tip: Start with the method of sections (cut bars BC and FE) and consider equilibrium of
the left portion of the truss](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F1de98a02-76b6-4a9f-89b4-856bf8bb931b%2F0d092923-359e-47f0-848f-3222b9f91f4f%2Fhz5462i_processed.jpeg&w=3840&q=75)
Transcribed Image Text:4) Write the equilibrium equations
5) Solve for the unknown exterior reactions.
3 m
A
k
-3m
B
60 kN
de
-3m
+₂
E
3 m
2m
Tip: Start with the method of sections (cut bars BC and FE) and consider equilibrium of
the left portion of the truss
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