The bent bar as shown below is supported by a cable AE, a ball-and-socke joint at O, and a journal (slider) bearing at D. At the journal bearing D, the mom support reactions and the force support reaction along y-axis are zero. The 2-ki force and the 6 kip-ft couple-moment are parallel to z-axis and applied at point Determine the tension in the cable AE and the support reactions at O and D. N E 14 ft
The bent bar as shown below is supported by a cable AE, a ball-and-socke joint at O, and a journal (slider) bearing at D. At the journal bearing D, the mom support reactions and the force support reaction along y-axis are zero. The 2-ki force and the 6 kip-ft couple-moment are parallel to z-axis and applied at point Determine the tension in the cable AE and the support reactions at O and D. N E 14 ft
International Edition---engineering Mechanics: Statics, 4th Edition
4th Edition
ISBN:9781305501607
Author:Andrew Pytel And Jaan Kiusalaas
Publisher:Andrew Pytel And Jaan Kiusalaas
Chapter5: Three-dimensional Equilibrium
Section: Chapter Questions
Problem 5.42P: The 350-lb homogeneous plate has the shape of an isosceles triangle. The plate is supported by a...
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![The bent bar as shown below is supported by a cable AE, a ball-and-socke
joint at O, and a journal (slider) bearing at D. At the journal bearing D, the mome
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 E
Determine the tension in the cable AE and the support reactions at O and D.
X
4 ft
MEST
Z
6 kip-ft
2 ft B 2ft
2 kips
3 ft
De
[ 1 kip = 1000 lb. 1.
E
1
1
14 ft
it
T](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Ffd75c580-e1ed-40e9-aa84-8dd389134e22%2F49e5b279-958e-44d8-8585-61c4ef1261e8%2Fd6si60g_processed.png&w=3840&q=75)
Transcribed Image Text:The bent bar as shown below is supported by a cable AE, a ball-and-socke
joint at O, and a journal (slider) bearing at D. At the journal bearing D, the mome
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 E
Determine the tension in the cable AE and the support reactions at O and D.
X
4 ft
MEST
Z
6 kip-ft
2 ft B 2ft
2 kips
3 ft
De
[ 1 kip = 1000 lb. 1.
E
1
1
14 ft
it
T
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