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Lesson 43 of 112 · Module 3: Laplace Transforms
Answer: Order 2, Linear
Answer: Yes, it is a solution.
Answer: Order 1, Non-linear
Answer: Order 2, Non-linear
Answer: Yes, it is a solution
Answer: Order 3, Linear
Answer: It is a solution.
Answer: $y = 10e^{t/2}$
Answer: Yes; $y(0) = 1$
Answer: $y = 0$ (stable), $y = 3$ (unstable)
Answer: The solution decreases and asymptotically approaches the line $y = t - 1$.
Answer: Not autonomous; slope is $4$; concave down.
Answer: Yes, because both $f(t, y) = y^2 + t$ and $\frac{\partial f}{\partial y} = 2y$ are continuous at $(0, 0)$.
Answer: The uniqueness condition is not satisfied because $\frac{\partial f}{\partial y}$ is undefined at $y=0$.
Answer: No, because $f(t, y)$ is not continuous at $t=1$.
Answer: $y(t) = A e^{\frac{1}{3}t^3}$
Answer: $y(t) = \frac{1}{1-t^2}$
Answer: $y(t) = A e^{\sin(t)}$ and $y(t) = 0$
Answer: $y = e^{-t}$
Answer: $y = \frac{1}{2}t^3 + Ct$
Answer: $y = (\frac{1}{2}t^2 + C)e^{-t^2/2}$
Answer: t^3 + t^2 y = C
Answer: t^2 + ty + y^2 = 3
Answer: \sin(t) e^y = C
Answer: $y = \pm \frac{1}{\sqrt{t^2(C - 2\ln|t|)}}$
Answer: $y^2 = 2t^2(\ln|t| + C)$
Answer: $y = \frac{4t}{5 - t^4}$
Answer: $y(t) = 2 + e^{-2t}$
Answer: $y(t) = \frac{t}{1 - Ct}$
Answer: $y(t) = \frac{1}{Ct - t^2}$
Answer: $T(t) = 20 + 80e^{-0.0693t}$
Answer: $P(t) = 5000 - 3000e^{0.1t}$; Yes, it goes extinct.
Answer: $y(t) = 50 - 30e^{-0.01t}$; Steady state is $50$ kg.
Answer: 7575 \text{ years}
Answer: 19.02 \text{ days}
Answer: 498.29 \text{ years}
Answer: 65^{\circ}C
Answer: \approx 33.5 \text{ minutes}
Answer: T_s = -10^{\circ}C, T(20) \approx 8.4^{\circ}C
Answer: x(t) = 500 - 490e^{-t/100}
Answer: t \approx 46.21 \text{ minutes}
Answer: x(10) \approx 87.9 \text{ g}
Answer: $y(5) \approx 1160$
Answer: Decreases; $y(10) \approx 2275$
Answer: $r = \ln(6) \approx 1.79$
Answer: Stable equilibrium at $y \approx 682.8$, collapse threshold at $y \approx 117.2$.
Answer: $H_{max} = 250$; if $H = 260$, the population will collapse regardless of the initial size.
Answer: $H = 240$; the equilibrium is unstable (it is the collapse threshold).
Answer: v_{term} = 49 \text{ m/s}, v(t) = 49(1 - e^{-0.2t})
Answer: k \approx 0.2303 \text{ s}^{-1}
Answer: v(t) = v_{term}(1 + e^{-kt})
Answer: $\tau = 2\text{ s}, q(3) \approx 0.0932\text{ C}$
Answer: $t \approx 6.93\text{ s}$
Answer: $\tau \approx 2.23\text{ s}, V \approx 5.61\text{ V}$
Answer: $8,586.33$
Answer: 10.14 years
Answer: $41,994.50$
Answer: $y = 0$ is stable; $y = 1$ and $y = -1$ are unstable.
Answer: $y(t) \to 2$ as $t \to \infty$.
Answer: $k = 0$
Answer: y = -2 (unstable), y = 0 (stable), y = 2 (unstable)
Answer: y = 1 (stable), y = 2 (unstable)
Answer: unstable
Answer: $y(t) = 5 \sec(t)$
Answer: $\frac{dy}{dt} = 6 - \frac{3y}{50}, \quad y^* = 100$
Answer: $y=0 \text{ (Unstable)}, y=2 \text{ (Stable)}, y=4 \text{ (Unstable)}$
Answer: 5 x'' + 3 x' + 20 x = 5\cos(2t)
Answer: x'' + 9 x = 0; Yes, it is a solution.
Answer: m = 1\text{ kg}, c = 4\text{ kg/s}, k = 4\text{ N/m}
Answer: Linearly independent, W = -4
Answer: They form a fundamental set because both solve the ODE and $W = -4 \neq 0$.
Answer: $y(t) = c_1 \sin(3t) + c_2 \cos(3t)$
Answer: $y(t) = c_1 e^{-2t} + c_2 e^{-5t}$
Answer: $y(t) = 0.5 e^t + 1.5 e^{3t}$
Answer: $k \text{ must be in the interval } (-\infty, -4) \cup (4, \infty)$
Answer: $y(t) = 7e^{-2t} - 5e^{-3t}$
Answer: $y(t) = c_1 e^{2t} + c_2 e^{-2t}$; unstable growth
Answer: $y(t) = \frac{1}{2} + \frac{1}{2}e^{-2t}$
Answer: $y(t) = (c_1 + c_2 t) e^{-5t}$
Answer: $y(t) = (3 + 7t) e^{-2t}$
Answer: $y(t) = y_0(1 + \beta t) e^{-\beta t}$
Answer: $y(t) = e^{-3t}(c_1 \cos(4t) + c_2 \sin(4t))$
Answer: $y(t) = 2 \cos(3t) + \sin(3t)$
Answer: The expression simplifies to $0$, so the solution is verified.
Answer: $y(t) = 3 \cos(2t), T = \pi$
Answer: $y(t) = 2 \sin(5t), T = 0.4\pi$
Answer: $y(t) = 2 \cos(4t) + \sin(4t)$
Answer: Critically damped; $y(t) = (c_1 + c_2 t) e^{-2t}$
Answer: $b = 6$
Answer: Under-damped; $y(t) = e^{-t}(\cos(2t) + \frac{1}{2}\sin(2t))$
Answer: $y(t) = c_1 e^t + c_2 e^{3t} + 2t + \frac{8}{3}$
Answer: $y(t) = c_1 e^{2t} + c_2 e^{3t} + e^{4t}$
Answer: $y(t) = c_1 e^t + c_2 e^{2t} + te^{2t}$
Answer: y(t) = c_1 \cos(3t) + c_2 \sin(3t) + \frac{1}{6}t \sin(3t)
Answer: y_p(t) = \frac{1}{6}t^3 e^{2t}
Answer: y(t) = c_1 \cos(t) + c_2 \sin(t) + t \sin(t) + \frac{1}{2}e^t
Answer: y_{p}(t) = \frac{1}{4}\cos(2t)\ln|\cos(2t)| + \frac{1}{2}t\sin(2t)
Answer: y_{p}(t) = \frac{1}{2}e^t\ln(t) - e^{-t}\int \frac{e^{2t}}{2t} dt
Answer: y(t) = 2\sin(t) - \cos(t)\ln|\sec(t) + \tan(t)|
Answer: y_p(t) = \frac{1}{2}t \sin(t)
Answer: y_p(t) = \frac{5}{7} \sin(3t)
Answer: y(t) = 2t \sin(5t)
Answer: 10\pi \approx 31.42 \text{ s}
Answer: \approx 1.695
Answer: \approx 1.997 \text{ rad/s}
Answer: 2q'' + 10q' + 10q = 0; overdamped
Answer: 1000 \text{ rad/s}
Answer: 4 \Omega
Answer: $y(t) = C_1 e^t + (C_2 + C_3 t) e^{2t}$
Answer: $y(t) = (1 + t + \frac{1}{2}t^2) e^{-t}$
Answer: $y(t) = C_1 \cos(t) + C_2 \sin(t) + C_3 t \cos(t) + C_4 t \sin(t)$
Answer: $y = c_{1}e^{t} + c_{2}e^{2t} + 2t^{2} + 6t + 7$
Answer: $y = 3\cos(2t) + \sin(2t)$
Answer: $y_{p} = \cos(t)\ln|\cos(t)| + t\sin(t)$
Answer: $\frac{3}{s+4} + \frac{2}{s^2}$
Answer: $s F(s) - 5$
Answer: $\frac{1}{(s-2)^2}$
Answer: \frac{3}{s-2} + \frac{12}{s^2+9}
Answer: Y(s) = \frac{5}{s-2}
Answer: Y(s) = \frac{2}{s^2+4}
Answer: y(t) = \frac{1}{3}(e^{3t} - e^{-3t})
Answer: y(t) = (1 + 6t)e^t
Answer: y(t) = \frac{1}{5}(e^{2t} - \cos(t) - 2\sin(t))
Answer: y(t) = 5 e^{-3t}
Answer: y(t) = 3 e^{2t} - 2
Answer: y(t) = \sin(2t)
Answer: \frac{e^{6-3s}}{s-2}
Answer: \frac{1}{2} u(t-1) (1 - e^{-2(t-1)})
Answer: \frac{1}{3} u(t-2) \sin(3(t-2))