Refer to the figure below and compute for the moment of force at point C -- (CW+) Mc FA = 600 N 8-30° 2 m A 3m 4 m 2.5 m C 6 m FB = 300N 1.5 m D FD=800N X
Refer to the figure below and compute for the moment of force at point C -- (CW+) Mc FA = 600 N 8-30° 2 m A 3m 4 m 2.5 m C 6 m FB = 300N 1.5 m D FD=800N X
Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter6: Stresses In Beams (advanced Topics)
Section: Chapter Questions
Problem 6.4.16P: Repeat Problem 6.4-14 but use the configuration of channel shapes and loading shown in the figure....
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![Refer to the figure below and compute for the
moment of force at point C -- (CW+) Mc
FA = 600 N
8-30° A 3m
4 m
B
2.5 m
C
6 m
FB = 300 N
1.5 m
D
FD=800N](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F65ad2452-6017-4b8d-a961-ccc3ca16df05%2F1ca92079-f89e-4dfd-8cee-70d39e53016c%2F4nzf81_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Refer to the figure below and compute for the
moment of force at point C -- (CW+) Mc
FA = 600 N
8-30° A 3m
4 m
B
2.5 m
C
6 m
FB = 300 N
1.5 m
D
FD=800N
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Shouldn't the signs be backwards or reversed between the x and y forces? Since the x distance of Fa from C is 7m towards -x axis and y distance of Fa from C is 2m towards to +y axis?
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