Your Results | Global Average | |
---|---|---|
Questions | 5 | 5 |
Correct | 0 | 2.64 |
Score | 0% | 53% |
38.89 lbs. | |
450 lbs. | |
9.72 lbs. | |
0 lbs. |
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 Rb, our missing value, and plugging in our variables yields:
Rb = \( \frac{R_ad_a}{d_b} \) = \( \frac{50 lbs. \times 7 ft.}{9 ft.} \) = \( \frac{350 ft⋅lb}{9 ft.} \) = 38.89 lbs.
9 lbs. | |
9.38 lbs. | |
4.69 lbs. | |
0 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 Rb, our missing value, and plugging in our variables yields:
Rb = \( \frac{R_ad_a}{d_b} \) = \( \frac{75 lbs. \times 1 ft.}{8 ft.} \) = \( \frac{75 ft⋅lb}{8 ft.} \) = 9.38 lbs.
8.75 lbs. | |
17.5 lbs. | |
3 lbs. | |
4.38 lbs. |
fAdA = fBdB + fCdC
For this problem, this equation becomes:
30 lbs. x 8 ft. = 45 lbs. x 3 ft. + fC x 6 ft.
240 ft. lbs. = 135 ft. lbs. + fC x 6 ft.
fC = \( \frac{240 ft. lbs. - 135 ft. lbs.}{6 ft.} \) = \( \frac{105 ft. lbs.}{6 ft.} \) = 17.5 lbs.
0.83 | |
1.2 | |
-1 | |
6 |
The mechanical advantage of a wheel and axle is the input radius divided by the output radius:
MA = \( \frac{r_i}{r_o} \)
In this case, the input radius (where the effort force is being applied) is 5 and the output radius (where the resistance is being applied) is 6 for a mechanical advantage of \( \frac{5}{6} \) = 0.83
49.4 lbs. | |
58.4 lbs. | |
175.3 lbs. | |
65.4 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 19 ft. = 370 lbs. x 3 ft.
Fe = \( \frac{1110 ft⋅lb}{19 ft.} \) = 58.4 lbs.