| Your Results | Global Average | |
|---|---|---|
| Questions | 5 | 5 |
| Correct | 0 | 2.80 |
| Score | 0% | 56% |
Coplanar forces:
have opposite dimensions |
|
act along the same line of action |
|
pass through a common point |
|
act in a common plane |
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 of the following is not true of a first-class lever?
increases force |
|
changes the direction of force |
|
decreases distance |
|
increases distance |
A first-class lever is used to increase force or distance while changing the direction of the force. The lever pivots on a fulcrum and, when a force is applied to the lever at one side of the fulcrum, the other end moves in the opposite direction. The position of the fulcrum also defines the mechanical advantage of the lever. If the fulcrum is closer to the force being applied, the load can be moved a greater distance at the expense of requiring a greater input force. If the fulcrum is closer to the load, less force is required but the force must be applied over a longer distance. An example of a first-class lever is a seesaw / teeter-totter.
Concurrent forces:
pass through a common point |
|
act in a common plane |
|
act in a common dimension |
|
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.
| 231.3 lbs. | |
| 173.4 lbs. | |
| 115.6 lbs. | |
| 38.5 lbs. |
This problem describes an inclined plane and, for an inclined plane, the effort force multiplied by the effort distance equals the resistance force multipied by the resistance distance:
Fede = Frdr
Plugging in the variables from this problem yields:
Fe x 16 ft. = 370 lbs. x 5 ft.
Fe = \( \frac{1850 ft⋅lb}{16 ft.} \) = 115.6 lbs.
| 21 ft. | |
| 3.5 ft. | |
| 525 ft. | |
| 10.5 ft. |
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 db, our missing value, and plugging in our variables yields:
db = \( \frac{R_ad_a}{R_b} \) = \( \frac{75 lbs. \times 7 ft.}{50 lbs.} \) = \( \frac{525 ft⋅lb}{50 lbs.} \) = 10.5 ft.