| Your Results | Global Average | |
|---|---|---|
| Questions | 5 | 5 |
| Correct | 0 | 2.93 |
| Score | 0% | 59% |
Power is the rate at which:
potential energy is converted into kinetic energy |
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work is done |
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friction is overcome |
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input force is transferred to output force |
Power is the rate at which work is done, P = w/t, or work per unit time. The watt (W) is the unit for power and is equal to 1 joule (or newton-meter) per second. Horsepower (hp) is another familiar unit of power used primarily for rating internal combustion engines. 1 hp equals 746 watts.
What type of load doesn't create specific stress points or vary with time?
concentrated load |
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non-uniformly distributed load |
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impact load |
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static uniformly distributed load |
A concentrated load acts on a relatively small area of a structure, a static uniformly distributed load doesn't create specific stress points or vary with time, a dynamic load varies with time or affects a structure that experiences a high degree of movement, an impact load is sudden and for a relatively short duration and a non-uniformly distributed load creates different stresses at different locations on a structure.
Which of the following will increase the mechanical advantage of this inclined plane?
lower the force acting at the blue arrow |
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shorten the ramp |
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increase the force acting at the blue arrow |
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lengthen the ramp |
The mechanical advantage (MA) of an inclined plane is the effort distance divided by the resistance distance. In order to increase mechanical advantage, this ratio must increase which means making the effort distance longer and this can be accomplished by lengthening the length of the ramp.
| 2.5 lbs. | |
| 1 lbs. | |
| 1.25 lbs. | |
| 7.5 lbs. |
To balance this lever the torques on each side of the fulcrum must be equal. Torque is weight x distance from the fulcrum so the equation for equilibrium is:
Rada = Rbdb
where a represents the left side of the fulcrum and b the right, R is resistance (weight) and d is the distance from the fulcrum.Solving for Ra, our missing value, and plugging in our variables yields:
Ra = \( \frac{R_bd_b}{d_a} \) = \( \frac{5 lbs. \times 3 ft.}{6 ft.} \) = \( \frac{15 ft⋅lb}{6 ft.} \) = 2.5 lbs.
| 70 | |
| 0 | |
| -4 | |
| 280 |