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wolverine [178]
3 years ago
15

A turntable with a rotational inertia of 0.0120 kg∙m2 rotates freely at 2.00 rad/s. A circular disk of mass 200 g and radius 30.

0 cm, and initially not rotating, slips down a spindle and lands on the turntable. (a) Find the new angular velocity. (b) What is the change in kinetic energy?
Physics
1 answer:
dangina [55]3 years ago
4 0

To solve this problem it is necessary to apply the related concepts to the moment of inertia in a disk, the conservation of angular momentum and the kinematic energy equations for rotational movement.

PART A) By definition we know that the moment of inertia of a disk is given by the equation

I = \frac{1}{2} MR^2

Where

M = Mass of the disk

R = Radius

Replacing with our values we have

I = \frac{1}{2} (0.2)(0.3)^2

I = 9*10^{-3}kg\cdot m^2

The initial angular momentum then will be given as

I = I_1 \omega_1

I = 0.012*2

I = 0.024kg\cdot m^2/s

Therefore the total moment of inertia of the table and the disc will be

I_2 = 9*10^{-3}+0.012

I_2 = 0.021kg\cdot m^2

The angular velocity at the end point will be given through the conservation of the angular momentum for which it is understood that the proportion of inertia and angular velocity must be preserved. So

I_1 \omega_1 = I_2\omega_2

(0.012)(2)=(1.08*10^{-4})\omega_2

\omega_2 = \frac{0.012*2}{0.021}

\omega_2 = 1.15rad/s

Therefore the new angular velocity is 1.15rad/s

PART B) Through the conservation of rotational kinetic energy we can identify that its total change is subject to

\Delta KE = \frac{1}{2}I_1\omega_1^2-\frac{1}{2}I_2\omega^2

\Delta KE = \frac{1}{2}(I_1\omega_1^2-I_2\omega^2)

\Delta KE = \frac{1}{2}(0.024*2^2-0.021*1.15^2)

\Delta KE = 0.034J

Therefore the change in kinetic energy is 0.034J

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Here is the complete question

The internal shear force V at a certain section of a steel beam is 80 kN, and the moment of inertia is 64,900,000 . Determine the horizontal shear stress at point H, which is located L  = 20 mm below the centriod

The missing image which is the remaining part of this question is attached in the image below.

Answer:

The horizontal shear stress at point H is  \mathbf{\tau_H \approx  42.604 \ N/mm^2}

Explanation:

Given that :

The internal shear force V  =  80 kN = 80 × 10³ N

The moment of inertia = 64,900,000

The length = 20 mm below the centriod

The horizontal shear stress  \tau can be calculated by using the equation:

\tau = \dfrac{VQ}{Ib}

where;

Q = moment of area above or below the point H

b = thickness of the beam = 10  mm

From the centroid ;

Q = Q_1 + Q_{2}

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Q = ( ( 70 × 10) × (55) + ( 210 × 15) (90 + 15/2) ) mm³

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Q = 345625 mm³

\tau_H = \dfrac{VQ}{Ib}

\tau_H = \dfrac{80*10^3  * 345625}{64900000*10 }

\tau_H = \dfrac{2.765*10^{10}}{649000000 }

\tau_H = 42.60400616 \ N/mm^2

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The horizontal shear stress at point H is  \mathbf{\tau_H \approx  42.604 \ N/mm^2}

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Option B:

In any reaction the sum of number of neutrons and number of protons remain constant before and after the reaction.

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The mass number may change for the atoms.For example \alpha emission reduces the atomic number by 2.

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