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Question: A spring of spring constant 2000N/m is suspended vertically in earth's gravitaional field and a mass...

A spring of spring constant 2000N/m is suspended vertically in earth's gravitaional field and a mass of 0.8 kg is hung from it. It is hanging in equilibrium .At t=0, a force of 72 N starts acting in vertically downward direction. The force ceases to act at t=π2sect = \frac{\pi}{2} sec.If the amplitude of resulting SHM (in mm) after that is given by N. Fill value of N24\frac{N}{24}

Answer

3

Explanation

Solution

The problem describes a spring-mass system subjected to an external force for a limited time, followed by free oscillation. We need to find the amplitude of the resulting simple harmonic motion (SHM).

  1. Initial Equilibrium: The mass m=0.8m=0.8 kg is suspended from a spring with spring constant k=2000k=2000 N/m. In equilibrium under gravity, the spring extends by ΔL0\Delta L_0 such that kΔL0=mgk \Delta L_0 = mg. Let's set this equilibrium position as the origin (y=0y=0) for our coordinate system, with the positive direction pointing downwards.

  2. Motion under External Force (0tπ20 \le t \le \frac{\pi}{2}): At t=0t=0, an additional downward force Fext=72F_{ext} = 72 N starts acting. The net force on the mass at position yy (relative to the initial equilibrium) is the spring force ky-ky and the external force FextF_{ext}. Gravity is already accounted for by choosing y=0y=0 as the initial equilibrium position. The equation of motion is md2ydt2=ky+Fextm \frac{d^2y}{dt^2} = -ky + F_{ext}. This can be written as d2ydt2+kmy=Fextm\frac{d^2y}{dt^2} + \frac{k}{m}y = \frac{F_{ext}}{m}. The angular frequency of the natural oscillation is ω=km=20000.8=2500=50\omega = \sqrt{\frac{k}{m}} = \sqrt{\frac{2000}{0.8}} = \sqrt{2500} = 50 rad/s. The equation is d2ydt2+ω2y=Fextm\frac{d^2y}{dt^2} + \omega^2 y = \frac{F_{ext}}{m}. The general solution is y(t)=yh(t)+yp(t)y(t) = y_h(t) + y_p(t), where yhy_h is the solution to the homogeneous equation and ypy_p is a particular solution. yh(t)=Acos(ωt+ϕ)y_h(t) = A \cos(\omega t + \phi). A particular solution is a constant shift yp=Fextmω2=Fextky_p = \frac{F_{ext}}{m \omega^2} = \frac{F_{ext}}{k}. So, y(t)=Acos(ωt+ϕ)+Fextky(t) = A \cos(\omega t + \phi) + \frac{F_{ext}}{k}. The velocity is v(t)=dydt=Aωsin(ωt+ϕ)v(t) = \frac{dy}{dt} = -A \omega \sin(\omega t + \phi).

    At t=0t=0, the mass is in the initial equilibrium position (y=0y=0) and at rest (v=0v=0). Using y(0)=0y(0)=0: 0=Acos(ϕ)+Fextk    Acos(ϕ)=Fextk0 = A \cos(\phi) + \frac{F_{ext}}{k} \implies A \cos(\phi) = -\frac{F_{ext}}{k}. Using v(0)=0v(0)=0: 0=Aωsin(ϕ)0 = -A \omega \sin(\phi). Since AA is the amplitude of the homogeneous solution and we expect motion (A0A \ne 0), and ω0\omega \ne 0, we must have sin(ϕ)=0\sin(\phi)=0. This means ϕ=nπ\phi = n\pi for some integer nn. If ϕ=nπ\phi = n\pi, then cos(ϕ)=(1)n\cos(\phi) = (-1)^n. A(1)n=FextkA (-1)^n = -\frac{F_{ext}}{k}. We can choose ϕ=π\phi=\pi (n=1n=1), then cos(ϕ)=1\cos(\phi)=-1, giving A(1)=FextkA(-1) = -\frac{F_{ext}}{k}, so A=FextkA = \frac{F_{ext}}{k}. The solution during 0tπ20 \le t \le \frac{\pi}{2} is y(t)=Fextkcos(ωt+π)+Fextk=Fextk(1cos(ωt))y(t) = \frac{F_{ext}}{k} \cos(\omega t + \pi) + \frac{F_{ext}}{k} = \frac{F_{ext}}{k} (1 - \cos(\omega t)). The velocity is v(t)=Fextkωsin(ωt)v(t) = \frac{F_{ext}}{k} \omega \sin(\omega t).

  3. State at t=π2t = \frac{\pi}{2}: The external force ceases to act at t1=π2t_1 = \frac{\pi}{2} s. We need the position and velocity at this moment. ωt1=50×π2=25π\omega t_1 = 50 \times \frac{\pi}{2} = 25\pi. Position at t1t_1: y(t1)=Fextk(1cos(25π))=Fextk(1(1))=2Fextky(t_1) = \frac{F_{ext}}{k} (1 - \cos(25\pi)) = \frac{F_{ext}}{k} (1 - (-1)) = 2 \frac{F_{ext}}{k}. y(t1)=2×722000=2×0.036=0.072y(t_1) = 2 \times \frac{72}{2000} = 2 \times 0.036 = 0.072 m. Velocity at t1t_1: v(t1)=Fextkωsin(25π)=Fextkω(0)=0v(t_1) = \frac{F_{ext}}{k} \omega \sin(25\pi) = \frac{F_{ext}}{k} \omega (0) = 0.

  4. Resulting SHM (for t>π2t > \frac{\pi}{2}): After t=π2t = \frac{\pi}{2}, the external force is removed. The equation of motion becomes md2ydt2=kym \frac{d^2y}{dt^2} = -ky. This is SHM about the initial equilibrium position (y=0y=0). The motion is described by y(t)=Acos(ω(tt1)+ϕ)y(t) = A' \cos(\omega (t - t_1) + \phi'), where AA' is the amplitude of the resulting SHM and ω=50\omega=50 rad/s. Let τ=tt1\tau = t - t_1. The initial conditions for this SHM at τ=0\tau=0 are the state at t1t_1: y(τ=0)=y(t1)=0.072y(\tau=0) = y(t_1) = 0.072 m. v(τ=0)=v(t1)=0v(\tau=0) = v(t_1) = 0.

    Using y(0)=0.072y(0) = 0.072: 0.072=Acos(ϕ)0.072 = A' \cos(\phi'). Using v(0)=0v(0) = 0: v(τ)=Aωsin(ωτ+ϕ)v(\tau) = -A' \omega \sin(\omega \tau + \phi'), so 0=Aωsin(ϕ)0 = -A' \omega \sin(\phi'). Since A0A' \ne 0 (as y(0)0y(0) \ne 0) and ω0\omega \ne 0, we must have sin(ϕ)=0\sin(\phi')=0. This means ϕ=mπ\phi' = m\pi for some integer mm. 0.072=Acos(mπ)=A(1)m0.072 = A' \cos(m\pi) = A' (-1)^m. Since amplitude AA' is positive, we choose m=0m=0, so ϕ=0\phi'=0. Then 0.072=A(1)0.072 = A' (1), which gives A=0.072A' = 0.072 m.

  5. Amplitude and Final Calculation: The amplitude of the resulting SHM is A=0.072A' = 0.072 m. The question asks for the amplitude in mm, which is NN. N=0.072×1000N = 0.072 \times 1000 mm = 72 mm. We need to find the value of N24\frac{N}{24}. N24=7224=3\frac{N}{24} = \frac{72}{24} = 3.

In this case, at t=π/2t=\pi/2, the position is y0=0.072y_0 = 0.072 m and the velocity is v0=0v_0 = 0. The angular frequency is ω=50\omega=50 rad/s. The amplitude is A=(0.072)2+(0/50)2=(0.072)2=0.072A' = \sqrt{(0.072)^2 + (0/50)^2} = \sqrt{(0.072)^2} = 0.072 m. N=0.072N = 0.072 m = 72 mm. N24=7224=3\frac{N}{24} = \frac{72}{24} = 3.