| Your Results | Global Average | |
|---|---|---|
| Questions | 5 | 5 |
| Correct | 0 | 3.27 |
| Score | 0% | 65% |
What type of load doesn't create specific stress points or vary with time?
impact load |
|
static uniformly distributed load |
|
concentrated load |
|
non-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.
| 0 ft⋅lb | |
| 700 ft⋅lb | |
| 1450 ft⋅lb | |
| 2900 ft⋅lb |
When all forces acting on a system cancel each other out, this is called:
rest |
|
stasis |
|
potential energy |
|
equilibrium |
When a system is stable or balanced (equilibrium) all forces acting on the system cancel each other out. In the case of torque, equilibrium means that the sum of the anticlockwise moments about a center of rotation equal the sum of the clockwise moments.
| 0 lbs. | |
| 186.67 lbs. | |
| 93.33 lbs. | |
| 280 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 Ra, our missing value, and plugging in our variables yields:
Ra = \( \frac{R_bd_b}{d_a} \) = \( \frac{40 lbs. \times 7 ft.}{3 ft.} \) = \( \frac{280 ft⋅lb}{3 ft.} \) = 93.33 lbs.
Boyle's law defines the relationship between pressure and volume as:
\(\frac{P_1}{P_2} = \frac{V_2}{V_1}\) |
|
\(\frac{P_1}{P_2} = \frac{V_1}{V_2}\) |
|
\({P_1}{P_2} = {V_1}{V_2}\) |
|
\(\frac{P_1}{P_2} = {V_1}{V_2}\) |
Boyle's law states that "for a fixed amount of an ideal gas kept at a fixed temperature, pressure and volume are inversely proportional". Expressed as a formula, that's \(\frac{P_1}{P_2} = \frac{V_2}{V_1}\)