Mechanical Properties of Solids

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3 months ago

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V
Vishal Baghel

Contributor-Level 10

L = 1 m

ΔL=0.4*103m

m=1kg

d = 0.4 * 10-3 m

FA=yΔLL

y=FLAΔL= (mg)*1 (πd24)*0.4*103

Δy=0.1*0.199*1012=1.99*1010

= 1.99

New answer posted

3 months ago

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P
Payal Gupta

Contributor-Level 10

Stress = Y * strain

T1A=Y* (l1l)l (i)

T2A=Y* (l2l)l (ii)

 T1T2=l1ll2l

l=T1l2T2l2T1T2=T2l1T1l2T2T1

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3 months ago

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New answer posted

4 months ago

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V
Vishal Baghel

Contributor-Level 10

 Bcentre=Nμ0i2r

100*4π*107*i2*5*102=37.68*104

i=37.684*3.14=3A

New answer posted

4 months ago

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V
Vishal Baghel

Contributor-Level 10

For adiabatic process – PVY = const

T1V1Y1=T2V2Y1

T2T1= (v1v2)Y1= (d2d1)Y1= (32) (751)= (32)2/5

= (2)2=4

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New answer posted

4 months ago

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V
Vishal Baghel

Contributor-Level 10

Water molecule doesn’t stick with oil/ grease drops due to obtuse angle of contact between then.

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5 months ago

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Payal Gupta

Contributor-Level 10

This is a multiple choice answer as classified in NCERT Exemplar

(a), (d) for steel wire Ysteel= stress/strain= f / A s t a r i n

When F and A are same for both the wires . hence stress will be same for both the wire

(Strain)steel= stress/Ysteel  and straincopper=stress/Ycopper

Ysteel Ycopper

hence they both have different starin

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5 months ago

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Payal Gupta

Contributor-Level 10

This is a multiple choice answer as classified in NCERT Exemplar

(a), (d) An ideal liquid is not compressible

Hence ? V=0

Bulk modulus B= strss /volumetric strain= F A ? V V =

Compressibility K= 1/B=1/ = 0

As there is no tangential force exists. So shear strain =0

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5 months ago

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P
Payal Gupta

Contributor-Level 10

This is a multiple choice answer as classified in NCERT Exemplar

(b), (d) Let mass m is placed at x from the end B respectively.

TA and TB be the tensions in wire A and wire B respectively.

For the rotational equilibrium of the system,

τ = 0

TBx-TA(l-x)=0

T B T A = l - x x

Stress in wire A = SA= T A a A

Stress in wire B = SB= T B a B  where a are the area of wire

We know that aB=2aA

Now for equal stress

SA=SB

T A a A = T B a B

So

T B T A = 2

l - x x = 2

So x =l/3 and l-x= 2l/3

Hence mass m should placed to B.

For equal strain

StrainA= StrainB

Y A S A = Y B S B

Y s t e e l Y A l = T A T B * a B a A = x l - x 2 a A a A

200 * 10 9 70 * 10 9 = x l - x

After  solving we get x= x= 10l/17

l-x=l=10l/17=7l/17

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