Q.5) The bent bar as shown below is supported by a cable AE, a ball-and-socket joint at O, and a journal (slider) bearing at D. At the journal bearing D, the moment support reactions and the force support reaction along y-axis are zero. The 2-kip force and the 6 kip-ft couple-moment are parallel to z-axis and applied at point B. Determine the tension in the cable AE and the support reactions at O and D.
Q.5) The bent bar as shown below is supported by a cable AE, a ball-and-socket joint at O, and a journal (slider) bearing at D. At the journal bearing D, the moment support reactions and the force support reaction along y-axis are zero. The 2-kip force and the 6 kip-ft couple-moment are parallel to z-axis and applied at point B. Determine the tension in the cable AE and the support reactions at O and D.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![Q.5) The bent bar as shown below is supported by a cable AE, a ball-and-socket
joint at O, and a journal (slider) bearing at D. At the journal bearing D, the moment
support reactions and the force support reaction along y-axis are zero. The 2-kip
force and the 6 kip-ft couple-moment are parallel to z-axis and applied at point B.
Determine the tension in the cable AE and the support reactions at O and D.
x
A
KOVA
Z
06
4 ft
16 kip-ft
2 ft B 2 ft
2 kips
3 ft
2 ft
[1 kip = 1000 lb. ]
1
E
14 ft
y](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fff4e6486-2685-4418-be84-cbc10ae7d933%2F9082f278-0d91-4ada-9b29-e999e84f711b%2Fm8kzz3_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Q.5) The bent bar as shown below is supported by a cable AE, a ball-and-socket
joint at O, and a journal (slider) bearing at D. At the journal bearing D, the moment
support reactions and the force support reaction along y-axis are zero. The 2-kip
force and the 6 kip-ft couple-moment are parallel to z-axis and applied at point B.
Determine the tension in the cable AE and the support reactions at O and D.
x
A
KOVA
Z
06
4 ft
16 kip-ft
2 ft B 2 ft
2 kips
3 ft
2 ft
[1 kip = 1000 lb. ]
1
E
14 ft
y
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