1 ft 3 ft 3 ft B (-9001 + 8003 + 1000k) Ib.ft 3 ft D 6 ft 3 ft E (-3008 – 400 + 10ok) Ibs The applied force at point E and the applied couple moment at point D are shown in the figure. Complete/calculate the following: (Where applicable, express the results as the (x, y, z) components of a Cartesian vector) 1. Draw the free-body diagram (FBD), showing the appropriate reaction forces and/or moments at the supports. (You must show the reactions in their component form i.e. show RAx, MRAX etc. on the FBD). Note: The support at point A is not able to resist a moment about the 'X' axis but is able to resist a force in this direction. 2. ME, which is the moment vector at point A due to the force acting at point E 3. M®, which is the moment vector at point A due to the tension force acting at point B. Write the vector in terms of the unknown tension magnitude 'T' 4. Set up the equations of equilibrium (You must show all relevant equilibrium equations one below the other.

Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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1 ft
3 ft
B
3 ft
3 ft
(-9002 + 800f + 1000k) Ib.ft
6 ft
3 ft
E
(-300î – 400ĵ + 100k) Ibs
The applied force at point E and the applied couple moment at point D are shown in the figure.
Complete/calculate the following: (Where applicable, express the results as the (x, y, z)
components of a Cartesian vector)
1. Draw the free-body diagram (FBD), showing the appropriate reaction forces and/or
moments at the supports. (You must show the reactions in their component form i.e.
show RAx, MRAX etc. on the FBD). Note: The support at point A is not able to resist a
moment about the 'X' axis but is able to resist a force in this direction.
2. ME, which is the moment vector at point A due to the force acting at point E
3. Me, which is the moment vector at point A due to the tension force acting at point B.
Write the vector in terms of the unknown tension magnitude 'T'
4. Set up the equations of equilibrium (You must show all relevant equilibrium equations
one below the other.
5. Calculate the tension in the rope and the reactions at support A.
Transcribed Image Text:1 ft 3 ft B 3 ft 3 ft (-9002 + 800f + 1000k) Ib.ft 6 ft 3 ft E (-300î – 400ĵ + 100k) Ibs The applied force at point E and the applied couple moment at point D are shown in the figure. Complete/calculate the following: (Where applicable, express the results as the (x, y, z) components of a Cartesian vector) 1. Draw the free-body diagram (FBD), showing the appropriate reaction forces and/or moments at the supports. (You must show the reactions in their component form i.e. show RAx, MRAX etc. on the FBD). Note: The support at point A is not able to resist a moment about the 'X' axis but is able to resist a force in this direction. 2. ME, which is the moment vector at point A due to the force acting at point E 3. Me, which is the moment vector at point A due to the tension force acting at point B. Write the vector in terms of the unknown tension magnitude 'T' 4. Set up the equations of equilibrium (You must show all relevant equilibrium equations one below the other. 5. Calculate the tension in the rope and the reactions at support A.
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