ultimate equilibrium review - mr. cheung's website · 2019. 5. 13. · microsoft word -...
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Physics 12 Name:
Ultimate Equilibrium Review Assignment
Key Formulae: τ = F⊥d
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b) What is the tension in the rope? (5 marks)
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Scholarship Questions. Nasty, but neat-o!!!! 9401
35.
b) What are the magnitude and direction of the force that the pin exerts on the beam?
(7 marks)
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b) What is the minimum coefficient of friction between the block and the inclined
surface to prevent the block from sliding down the incline? (8 marks)
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38.
A uniform ladder has a mass of 16.0 kg and a length of 8.50 m. It stands on the ground
and leans against a vertical wall, making an angle of 62.0 degrees with the ground. The
friction between the wall and the ladder is not significant. What is the smallest force of
friction between the ladder and the ground that will just prevent the ladder from slipping?
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39.
The above diagram shows a uniform 24 kg beam hinged to the wall at A and supported at
B by a cable. What is the magnitude of the horizontal force exerted by the wall on the
beam? (10 marks)
A B 32o
4.5 m
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40.
A bar 1.0 m long has five forces acting on it as shown in the above
diagram. What are the magnitude, direction, and location of the single force required to
produce static equilibrium? The weight and thickness of the bar are insignificant. (12
marks)
30o .20 m
5.0 N 8.0 N
6.0 N
7.0 N
4.0 N
0.80 m
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Answers:
1. a
2. c
3. a
4. 82 N
5. d
6. c
7. c
8. 215 N
9. b
10. 3.8 kg
11. d
12. b
13. FB=1.49 x 104 N,
FA=3.31 x 104 N
14. To balance the gravitational force
on the sign, there must be an
upwards force, since the sign is
in equilibrium. In diagram B
there is no upwards force,
therefore diagram B is
impossible.
15. b
16. d
17. d
18. 1600 N
19. a
20. a
21. c
22. T1=302 N, T2=224 N
23. b
24. c
25. c
26. Fh=1.4 x 103 N
27. d
28. c
29. a) FB=480 N, FA=350 N
b) increase c) see online
solution key
30. a
31. d
32. 1500 N
33. a) 1.3 x 102 N b) increase
c) The vertical component of the
tension is equal weight and is
unchanged. Peter’s horizontal
force increases with a larger
angle. The horizontal component
of the tension is equal to Peter’s
and therefore also increases.
Thus, the resultant tension is
increased.
34. TL=253 N, TR=110 N
35. b) F=1.9 x 103 N @ 42� above
the horizontal
36. TA=3.0 x 103 N, 66θ = �
37. 0.48µ =
38. 41.7 N
39. 188 N
40. 4.96 N @ 54� N of E, located
0.15 m from the left side