2. Use the method of joints to find the forces in AB and AC. The force in member AB is: kN [Tension:+, Compression: -] The force in member AC is: kN [Tension:+, Compression: -]
2. Use the method of joints to find the forces in AB and AC. The force in member AB is: kN [Tension:+, Compression: -] The force in member AC is: kN [Tension:+, Compression: -]
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![2. Use the method of joints to find the forces in AB and AC.
The force in member AB is:
kN[Tension:+, Compression: -]
The force in member AC is:
kN [Tension:+, Compression: -]
3. Find the force in members CE, DE, DF using the method of sections.
The force in member CE is:
kN [Tension:+, Compression: -]
The force in member DE is:
Kn [Tension:+, Compression: -]
The force in member DF is:
kN [Tension:+, Compression: -]](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F58c9bc68-0c1e-4565-87f1-69e900edbc74%2Ff3bbd61b-4cb0-461d-9cac-2ceab58e7950%2Fir1oqy_processed.jpeg&w=3840&q=75)
Transcribed Image Text:2. Use the method of joints to find the forces in AB and AC.
The force in member AB is:
kN[Tension:+, Compression: -]
The force in member AC is:
kN [Tension:+, Compression: -]
3. Find the force in members CE, DE, DF using the method of sections.
The force in member CE is:
kN [Tension:+, Compression: -]
The force in member DE is:
Kn [Tension:+, Compression: -]
The force in member DF is:
kN [Tension:+, Compression: -]
![B
F
RK
E
G
F1 F2
AC, CE, EG, GI, IK, BD, DF, FH, HJ = 12.5 m, AZ=15 m, ZB=6.25 mF_1= 60 kN, F_2 = 60 kN
For the truss as shown and the loading indicated.
Show the free body diagram for the joint:
Olncluded in manual solution
ONot made
1.Find the reactions.
pe here to search](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F58c9bc68-0c1e-4565-87f1-69e900edbc74%2Ff3bbd61b-4cb0-461d-9cac-2ceab58e7950%2F0t9vaar_processed.jpeg&w=3840&q=75)
Transcribed Image Text:B
F
RK
E
G
F1 F2
AC, CE, EG, GI, IK, BD, DF, FH, HJ = 12.5 m, AZ=15 m, ZB=6.25 mF_1= 60 kN, F_2 = 60 kN
For the truss as shown and the loading indicated.
Show the free body diagram for the joint:
Olncluded in manual solution
ONot made
1.Find the reactions.
pe here to search
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