This quiz covers concepts from Chapter 9: Static Equilibrium; Elasticity and Fracture, focusing on the principles of forces and balance. It assesses understanding of net forces, motion in space, weight distribution, and muscle function related to physical equilibrium and movement.
Stable equilibrium.
Unstable equilibrium.
Neutral equilibrium.
Positive equilibrium.
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Left wire = 100 N; right wire = 200 N
Left wire = 200 N; right wire = 100 N
Left wire = 900 N; right wire = 2700 N
Left wire = 2700 N; right wire = 900 N
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A force equal to its weight on Earth, mg
A force equal to the gravity acting on it
The net force is zero.
Cannot be determined without more information
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The side the boy is sitting on will tilt downward.
The side the girl is sitting on will tilt downward.
Nothing, the seesaw will still be balanced.
It is impossible to say without knowing the masses and the distances.
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1875 N
1875 N/m^2
1500 N/m^2
2344 N/m^2
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600 N
750 N
3000 N
12000 N
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130 N
250 N
370 N
500 N
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20 cm
25 cm
30 cm
70 cm
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1.5 cm
2.5 cm
3.5 cm
4.5 cm
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32.6°
39.8°
50.2°
57.3°
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The ratio of the change in length to the original length.
The stress per unit area.
The applied force per unit area.
The ratio of stress to elastic modulus.
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80 N
100 N
1600 N
2000 N
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1000 N
2500 N
5000 N
25000 N
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0 N.
6 N.
9.8 N.
-6 N.
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0.5 m
1.5 m
2.5 m
3.5 m
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78 kPa
156 kPa
312 kPa
624 kPa
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Tendons.
Flexors.
Extensors.
Insertions.
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Left wire = 520 N; right wire = 130 N
Left wire = 640 N; right wire = 210 N
Left wire = 195 N; right wire = 975 N
Left wire = 295 N; right wire = 1000 N
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2.5 * 10^10 N/m^2
1.0 * 10^11 N/m^2
2.5 * 10^12 N/m^2
1.0 * 10^12 N/m^2
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1.3 m
2.3 m
2.5 m
3.0 m
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1.1 m
1.5 m
2.1 m
2.7 m
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Aluminum
Brass
Copper
Steel
All the same
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Each scale will read 800 N.
Each scale will read 400 N.
If one scale reads 500 N, the other will read 300 N.
None of the above is definitely true.
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The strain per unit length.
The same as force.
The ratio of the change in length.
Applied force per cross-sectional area.
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1.3 m
2.5 m
3.0 m
Cannot be determined without knowing the seesaw's mass
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2.3 * 10^(-3) m^3
3.3 * 10^(-3) m^3
4.3 * 10^(-3) m^3
5.3 * 10^(-3) m^3
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Tendons.
Flexors.
Extensors.
Insertions.
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12 kg
24 kg
36 kg
48 kg
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4.0 m
2.0 m
1.6 m
6.4 m
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6.2 N
12 N
25 N
50 N
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9.0 N.
18 N.
36 N.
108 N.
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0.01 m
0.10 m
1.0 m
10 m
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0.11 mm
0.22 mm
0.33 mm
0.89 mm
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Stable equilibrium.
Unstable equilibrium.
Neutral equilibrium.
Positive equilibrium.
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1.9 * 10^(-8) m
4.4 * 10^(-8) m
5.3 * 10^(-8) m
8.2 * 10^(-8) m
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1.20 m
1.23 m
1.26 m
1.30 m
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8.0 * 10^(-7) m
3.2 * 10^(-6) m
7.8 * 10^(-6) m
3.1 * 10^(-5) m
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7.5 cm
10 cm
12.5 cm
15 cm
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3.1 * 10^7 N/m^2
6.2 * 10^7 N/m^2
9.3 * 10^7 N/m^2
1.2 * 10^8 N/m^2
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Less than that of a rounded arch.
Equal to that of a rounded arch.
Greater than that of a rounded arch.
Zero in magnitude.
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130 N
250 N
370 N
500 N
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1.8 * 10^7 N
1.4 * 10^8 N
2.4 * 10^8 N
4.5 * 10^8 N
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