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| Step | Derivation/Formula | Reasoning |
|---|---|---|
| 1 | \[ F_\text{output} = mg \] | Calculate the force due to the mass of the rock. Here, \( m = 55.2 \, \text{kg} \) and \( g = 9.81 \, \text{m/s}^2 \). |
| 2 | \[ F_\text{output} = 55.2 \times 9.81 \] | Substitute values to find the force on the output plunger. |
| 3 | \[ F_\text{output} = 541.212 \, \text{N} \] | The force exerted by the rock on the output plunger. |
| 4 | \[ \frac{F_\text{input}}{A_\text{input}} = \frac{F_\text{output}}{A_\text{output}} \] | Use Pascal’s principle, which states that pressure is transmitted undiminished in an enclosed static fluid. |
| 5 | \[ F_\text{input} = \frac{F_\text{output} \times A_\text{input}}{A_\text{output}} \] | Rearrange to solve for the input force needed for equilibrium. |
| 6 | \[ F_\text{input} = \frac{541.212 \times 15}{65} \] | Substitute the area values: \( A_\text{input} = 15 \, \text{cm}^2 \) and \( A_\text{output} = 65 \, \text{cm}^2 \). |
| 7 | \[ F_\text{input} = 124.843 \, \text{N} \] | Calculate the force exerted on the input piston necessary for equilibrium. |
| 8 | \[ 124.843 = k_s \Delta x \] | Relate the input force to the spring constant \( k_s = 1250 \, \text{N/m} \) and the compression \( \Delta x \). |
| 9 | \[ \Delta x = \frac{124.843}{1250} \] | Solve for the compression of the spring. |
| 10 | \[ \Delta x = 0.0999 \, \text{m} \] | Convert the compression to meters. |
| 11 | \[ \boxed{9.99 \, \text{cm}} \] | Convert to centimeters and box the final answer. |
| Step | Derivation/Formula | Reasoning |
|---|---|---|
| 1 | \[ A_\text{input} \Delta y_\text{input} = A_\text{output} \Delta y_\text{output} \] | Use the principle of conservation of volume in the hydraulic system. |
| 2 | \[ 15 \times 22.0 = 65 \times \Delta y_\text{output} \] | Substitute \( \Delta y_\text{input} = 22.0 \, \text{cm} \) and the areas. |
| 3 | \[ 330 = 65 \times \Delta y_\text{output} \] | Calculate the product of the input area and the distance. |
| 4 | \[ \Delta y_\text{output} = \frac{330}{65} \] | Solve for the rise in the output plunger’s height. |
| 5 | \[ \Delta y_\text{output} = 5.077 \, \text{cm} \] | The final rise in the output plunger. |
| 6 | \[ \boxed{5.08 \, \text{cm}} \] | Box the final answer after rounding to two decimal places. |
| Step | Derivation/Formula | Reasoning |
|---|---|---|
| 1 | \[ P = P_0 + \rho g h \] | The absolute pressure at a depth \( h \) is given by this equation, where \( P_0 \) is atmospheric pressure. |
| 2 | \[ P = 101325 + 1000 \times 9.81 \times 0.85 \] | Substitute \( P_0 = 101325 \, \text{Pa} \), \( \rho = 1000 \, \text{kg/m}^3 \), \( g = 9.81 \, \text{m/s}^2 \), and the height \( h = 0.85 \, \text{m} \). |
| 3 | \[ P = 101325 + 8338.5 \] | Calculate the pressure contribution from the water column. |
| 4 | \[ P = 109663.5 \, \text{Pa} \] | Calculate the total absolute pressure at the bottom of the chamber. |
| 5 | \[ \boxed{109664 \, \text{Pa}} \] | Box the final answer after rounding to the nearest Pascal. |
Just ask: "Help me solve this problem."
Two objects labeled K and L have equal mass but densities \( 0.95D_o \) and \( D_o \), respectively. Each of these objects floats after being thrown into a deep swimming pool. Which is true about the buoyant forces acting on these objects?
The figure shows a container filled with water to a depth \( d \). The container has a hole a distance \( y \) above its bottom, allowing water to exit with an initially horizontal velocity. Which of the following correctly predicts and explains how the speed of the water as it exits the hole would change if the distance \( y \) above the bottom of the container increased?
The difference in pressure between the atmosphere and the human lungs is \( 1.05 \times 10^5 \) \( \text{Pa} \). What is the longest straw you could use to draw up milk whose density is \( 1030 \) \( \text{kg/m}^3 \)?
A pump, submerged at the bottom of a well that is \( 35 \) \( \text{m} \) deep, is used to pump water uphill to a house that is \( 50 \) \( \text{m} \) above the top of the well, as shown to the right. The density of water is \( 1000 \) \( \text{kg/m}^3 \). All pressures are gauge pressures. Neglect the effects of friction, turbulence, and viscosity.
A drinking fountain projects water at an initial angle of \( 50^ \circ \) above the horizontal, and the water reaches a maximum height of \( 0.150 \) \( \text{m} \) above the point of exit. Assume air resistance is negligible.
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| Kinematics | Forces |
|---|---|
| \(\Delta x = v_i t + \frac{1}{2} at^2\) | \(F = ma\) |
| \(v = v_i + at\) | \(F_g = \frac{G m_1 m_2}{r^2}\) |
| \(v^2 = v_i^2 + 2a \Delta x\) | \(f = \mu N\) |
| \(\Delta x = \frac{v_i + v}{2} t\) | \(F_s =-kx\) |
| \(v^2 = v_f^2 \,-\, 2a \Delta x\) |
| Circular Motion | Energy |
|---|---|
| \(F_c = \frac{mv^2}{r}\) | \(KE = \frac{1}{2} mv^2\) |
| \(a_c = \frac{v^2}{r}\) | \(PE = mgh\) |
| \(T = 2\pi \sqrt{\frac{r}{g}}\) | \(KE_i + PE_i = KE_f + PE_f\) |
| \(W = Fd \cos\theta\) |
| Momentum | Torque and Rotations |
|---|---|
| \(p = mv\) | \(\tau = r \cdot F \cdot \sin(\theta)\) |
| \(J = \Delta p\) | \(I = \sum mr^2\) |
| \(p_i = p_f\) | \(L = I \cdot \omega\) |
| Simple Harmonic Motion | Fluids |
|---|---|
| \(F = -kx\) | \(P = \frac{F}{A}\) |
| \(T = 2\pi \sqrt{\frac{l}{g}}\) | \(P_{\text{total}} = P_{\text{atm}} + \rho gh\) |
| \(T = 2\pi \sqrt{\frac{m}{k}}\) | \(Q = Av\) |
| \(x(t) = A \cos(\omega t + \phi)\) | \(F_b = \rho V g\) |
| \(a = -\omega^2 x\) | \(A_1v_1 = A_2v_2\) |
| Constant | Description |
|---|---|
| [katex]g[/katex] | Acceleration due to gravity, typically [katex]9.8 , \text{m/s}^2[/katex] on Earth’s surface |
| [katex]G[/katex] | Universal Gravitational Constant, [katex]6.674 \times 10^{-11} , \text{N} \cdot \text{m}^2/\text{kg}^2[/katex] |
| [katex]\mu_k[/katex] and [katex]\mu_s[/katex] | Coefficients of kinetic ([katex]\mu_k[/katex]) and static ([katex]\mu_s[/katex]) friction, dimensionless. Static friction ([katex]\mu_s[/katex]) is usually greater than kinetic friction ([katex]\mu_k[/katex]) as it resists the start of motion. |
| [katex]k[/katex] | Spring constant, in [katex]\text{N/m}[/katex] |
| [katex] M_E = 5.972 \times 10^{24} , \text{kg} [/katex] | Mass of the Earth |
| [katex] M_M = 7.348 \times 10^{22} , \text{kg} [/katex] | Mass of the Moon |
| [katex] M_M = 1.989 \times 10^{30} , \text{kg} [/katex] | Mass of the Sun |
| Variable | SI Unit |
|---|---|
| [katex]s[/katex] (Displacement) | [katex]\text{meters (m)}[/katex] |
| [katex]v[/katex] (Velocity) | [katex]\text{meters per second (m/s)}[/katex] |
| [katex]a[/katex] (Acceleration) | [katex]\text{meters per second squared (m/s}^2\text{)}[/katex] |
| [katex]t[/katex] (Time) | [katex]\text{seconds (s)}[/katex] |
| [katex]m[/katex] (Mass) | [katex]\text{kilograms (kg)}[/katex] |
| Variable | Derived SI Unit |
|---|---|
| [katex]F[/katex] (Force) | [katex]\text{newtons (N)}[/katex] |
| [katex]E[/katex], [katex]PE[/katex], [katex]KE[/katex] (Energy, Potential Energy, Kinetic Energy) | [katex]\text{joules (J)}[/katex] |
| [katex]P[/katex] (Power) | [katex]\text{watts (W)}[/katex] |
| [katex]p[/katex] (Momentum) | [katex]\text{kilogram meters per second (kgm/s)}[/katex] |
| [katex]\omega[/katex] (Angular Velocity) | [katex]\text{radians per second (rad/s)}[/katex] |
| [katex]\tau[/katex] (Torque) | [katex]\text{newton meters (Nm)}[/katex] |
| [katex]I[/katex] (Moment of Inertia) | [katex]\text{kilogram meter squared (kgm}^2\text{)}[/katex] |
| [katex]f[/katex] (Frequency) | [katex]\text{hertz (Hz)}[/katex] |
General Metric Conversion Chart
Example of using unit analysis: Convert 5 kilometers to millimeters.
Start with the given measurement: [katex]\text{5 km}[/katex]
Use the conversion factors for kilometers to meters and meters to millimeters: [katex]\text{5 km} \times \frac{10^3 \, \text{m}}{1 \, \text{km}} \times \frac{10^3 \, \text{mm}}{1 \, \text{m}}[/katex]
Perform the multiplication: [katex]\text{5 km} \times \frac{10^3 \, \text{m}}{1 \, \text{km}} \times \frac{10^3 \, \text{mm}}{1 \, \text{m}} = 5 \times 10^3 \times 10^3 \, \text{mm}[/katex]
Simplify to get the final answer: [katex]\boxed{5 \times 10^6 \, \text{mm}}[/katex]
Prefix | Symbol | Power of Ten | Equivalent |
|---|---|---|---|
Pico- | p | [katex]10^{-12}[/katex] | |
Nano- | n | [katex]10^{-9}[/katex] | |
Micro- | µ | [katex]10^{-6}[/katex] | |
Milli- | m | [katex]10^{-3}[/katex] | |
Centi- | c | [katex]10^{-2}[/katex] | |
Deci- | d | [katex]10^{-1}[/katex] | |
(Base unit) | – | [katex]10^{0}[/katex] | |
Deca- or Deka- | da | [katex]10^{1}[/katex] | |
Hecto- | h | [katex]10^{2}[/katex] | |
Kilo- | k | [katex]10^{3}[/katex] | |
Mega- | M | [katex]10^{6}[/katex] | |
Giga- | G | [katex]10^{9}[/katex] | |
Tera- | T | [katex]10^{12}[/katex] |
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