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Bezzdna [24]
3 years ago
11

If a pendulum is 10m long, (a) what is the natural frequency and the period of vibration on the earth, where the free-fall accel

eration is 9.81 m/s^2 and (b) what is the natural frequency and the period of vibration on the moon, where the free-fall acceleration is 1.67 m/s^2?
Engineering
1 answer:
suter [353]3 years ago
5 0

Answer:

(a) Natural frequency = 0.99 rad/sec (b) 0.4086 rad/sec

Explanation:

We have given length of pendulum = 10 m

(a) Acceleration due to gravity =9.81m/sec^2

Time period of pendulum is given by T=2\pi\sqrt{\frac{L}{g}}, L is length of pendulum and g is acceleration due to gravity

So T=2\pi\sqrt{\frac{L}{g}}=2\times 3.14\times \sqrt{\frac{10}{9.81}}=6.34sec

Natural frequency is given by \omega =\frac{2\pi }{T}=\frac{2\times 3.14}{6.34}=0.99rad/sec

(b) In this case acceleration due to gravity g=1.67m/sec^2

So time period T=2\pi\sqrt{\frac{L}{g}}=2\times 3.14\times \sqrt{\frac{10}{1.67}}=15.3674sec\

Natural frequency \omega =\frac{2\pi }{T}=\frac{2\times 3.14}{15.36}=0.4086rad/sec

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A hypothetical A-B alloy of composition 57 wt% B-43 wt% A at some temperature is found to consist of mass fractions of 0.5 for b
Dennis_Churaev [7]

Answer:

composition of alpha phase is 27% B

Explanation:

given data

mass fractions  = 0.5 for both

composition = 57 wt% B-43 wt% A

composition = 87 wt% B-13 wt% A

solution

as by total composition Co = 57 and by beta phase composition  Cβ = 87  

we use here lever rule that is

Wα = Wβ   ...............1

Wα = Wβ = 0.5

now we take here left side of equation

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\frac{C_\beta - Co}{C_\beta - Ca}   = 0.5

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8 0
4 years ago
At a point on the free surface of a stressed body, the normal stresses are 20 ksi (T) on a vertical plane and 30 ksi (C) on a ho
victus00 [196]

Answer:

The principal stresses are σp1 = 27 ksi, σp2 = -37 ksi and the shear stress is zero

Explanation:

The expression for the maximum shear stress is given:

\tau _{M} =\sqrt{(\frac{\sigma _{x}^{2}-\sigma _{y}^{2}  }{2})^{2}+\tau _{xy}^{2}    }

Where

σx = stress in vertical plane = 20 ksi

σy = stress in horizontal plane = -30 ksi

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Replacing:

32=\sqrt{(\frac{20-(-30)}{2} )^{2} +\tau _{xy}^{2}  }

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The principal stress is:

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σp1 = 27 ksi

σp2 = -37 ksi

The shear stress on the vertical plane is zero

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4 years ago
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During a few real enlargements and compression procedures in piston-cylinder devices, the gases were located to meet the connection PV n = C, wherein n and C are constants.

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