| Your Results | Global Average | |
|---|---|---|
| Questions | 5 | 5 |
| Correct | 0 | 3.13 |
| Score | 0% | 63% |
What type of load acts on a relatively small area of a structure?
non-uniformly distributed load |
|
impact load |
|
concentrated load |
|
dynamic 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 is not a type of simple machine?
pulley |
|
screw |
|
gear |
|
lever |
The six types of simple machines are the lever, wheel and axle, pulley, inclined plane, wedge, and screw.
Depending on where you apply effort and resistance, the wheel and axle can multiply:
force or distance |
|
force or speed |
|
speed or power |
|
power or distance |
If you apply the resistance to the axle and the effort to the wheel, the wheel and axle will multiply force and if you apply the resistance to the wheel and the effort to the axle, it will multiply speed.
| 420 lbs. | |
| 422 lbs. | |
| 840 lbs. | |
| 421.5 lbs. |
The mechanical advantage (MA) of a block and tackle pulley is equal to the number of times the effort force changes direction. An easy way to count how many times the effort force changes direction is to count the number of ropes that support the resistance which, in this problem, is 4. With a MA of 4, a 105 lbs. effort force could lift 105 lbs. x 4 = 420 lbs. resistance.
| 1 ft. | |
| 54 ft. | |
| 0 ft. | |
| 90 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 da, our missing value, and plugging in our variables yields:
da = \( \frac{R_bd_b}{R_a} \) = \( \frac{60 lbs. \times 9 ft.}{10 lbs.} \) = \( \frac{540 ft⋅lb}{10 lbs.} \) = 54 ft.