| Your Results | Global Average | |
|---|---|---|
| Questions | 5 | 5 |
| Correct | 0 | 3.39 |
| Score | 0% | 68% |
| 4.5 | |
| 9 | |
| 3 | |
| 3.3 |
The mechanical advantage (MA) of a wedge is its length divided by its thickness:
MA = \( \frac{l}{t} \) = \( \frac{12 in.}{4 in.} \) = 3
Collinear forces:
are unrelated to each other |
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pass through a common point |
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act in a common plane |
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act along the same line of action |
Collinear forces act along the same line of action, concurrent forces pass through a common point and coplanar forces act in a common plane.
Which class of lever is used to increase force on an object in the same direction as the force is applied?
all of these |
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third |
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second |
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first |
A second-class lever is used to increase force on an object in the same direction as the force is applied. This lever requires a smaller force to lift a larger load but the force must be applied over a greater distance. The fulcrum is placed at one end of the lever and mechanical advantage increases as the object being lifted is moved closer to the fulcrum or the length of the lever is increased. An example of a second-class lever is a wheelbarrow.
Friction between two or more solid objects that are not moving relative to each other is called:
static friction |
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kinetic friction |
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gravitational friction |
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dynamic friction |
Static friction is friction between two or more solid objects that are not moving relative to each other. An example is the friction that prevents a box on a sloped surface from sliding farther down the surface.
| 12.92 ft. | |
| 3.23 ft. | |
| 4 ft. | |
| 210 ft. |
To balance this lever the torques at the green box and the blue arrow must be equal. Torque is weight x distance from the fulcrum so the equation for equilibrium is:
Rada = Rbdb
where a represents the green box and b the blue arrow, R is resistance (weight/force) and d is the distance from the fulcrum.Solving for db, our missing value, and plugging in our variables yields:
db = \( \frac{R_ad_a}{R_b} \) = \( \frac{30 lbs. \times 7 ft.}{65 lbs.} \) = \( \frac{210 ft⋅lb}{65 lbs.} \) = 3.23 ft.