Calculate the forces in the members of the truss shown in Fig. P.4.3.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![10 kN
4x 2m
10 kN
10 kN
4 m
A
/60°
B
F
P.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F2efb8ce4-ca82-4ba7-a220-c4b4d09efaa1%2Ff7f2496b-b055-4e33-b519-7976560fb6b7%2Fvkg3u1r_processed.png&w=3840&q=75)
Transcribed Image Text:10 kN
4x 2m
10 kN
10 kN
4 m
A
/60°
B
F
P.
![Calculate the forces in the members of the truss shown in Fig. P.4.3.
Ans. AC=-30.0, AP= + 26.0, CP=-8.7, CE=-25.0, PE = +8.7, PF= +17.3,
FE=-17.3, GE=-20.0, HE= + 8.7, FH= + 17.3, GH=-8.7, JG=-15.0, HJ= +26.0,
FB=0, BJ=-15.0. All in kN.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F2efb8ce4-ca82-4ba7-a220-c4b4d09efaa1%2Ff7f2496b-b055-4e33-b519-7976560fb6b7%2Fvwwf5x_processed.png&w=3840&q=75)
Transcribed Image Text:Calculate the forces in the members of the truss shown in Fig. P.4.3.
Ans. AC=-30.0, AP= + 26.0, CP=-8.7, CE=-25.0, PE = +8.7, PF= +17.3,
FE=-17.3, GE=-20.0, HE= + 8.7, FH= + 17.3, GH=-8.7, JG=-15.0, HJ= +26.0,
FB=0, BJ=-15.0. All in kN.
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