50999882vakx_electromagnetic field theory_solution manual
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Solutions of Examples for Practice
Example 1.6.3
Solution : The origin O (0, 0, 0) while P (3, – 3, – 2) hence the distance vector OP is,
OP = ( ) ( ) ( )3 0 3 0 2 0 3 3 2 a a a a a ax y z x y z
OP = 3 3 22 2 2 = 4.6904Hence the unit vector along the direction OP is,
a OP = OP
| OP|
a a ax y z
3 3 24 6904.
= 0.6396 a x – 0.6396 a y – 0.4264 a z
Example 1.6.4
Solution : The starting point is A and terminating point is B.
Now A = 2 2a a ax y z and B a a ax y z 3 4 2
AB = B A 3 2 4 2 2 1a a ax y z AB = a 6 a ax y z This is the vector directed from A to B.
Now AB = 1 6 12 2 2 = 6.1644Thus unit vector directed from A to B is,
aAB = AB
AB
a a ax y z
6
6.1644
= 0.1622 a x – 0.9733 a y + 0.1622 a z
It can be cross checked that magnitude of this unit vector is unity i.e.
0.1622 0.9733 0.16222 2 2 = 1.
Example 1.7.3 Kept this unsolved example for student's practice.
Example 1.7.4
Solution : Consider the upper surface area, the normal to which is a z . So the differential
surface area normal to z direction is r d dr . Consider the Fig. 1.7.8.
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= cos
1 A B
|A| |B|= cos
1 27
45 38= 130.762º
Example 1.10.7
Solution : A = 5 a x and B = 4 a ax y By , AB 45
Now A B = A B A B A Bx x y y z z = 5 4 0 0 20 But A B = |A| |B|cosAB
20 = 5 4 B cos2 2 y 2 45 i.e. 16 By2 = 5.6568 By
2 = 16 i.e. By = 4
Now B = 4 a a ax y z B By zStill A B = 20
20 =
5 452 4 B B2 y
2z
2 cos
16 B By2
z2 = 5.6568 i.e. B By
2z2 = 16
This is the required relation between By and Bz .
Example 1.11.4
Solution : Note that the unit vector normal to the plane containing the vectors A and B is
the unit vector in the direction of cross product of A and B.
Now A B =a a ax y z
3 4 5
6 2 4
= a a ax y z4 5
2 4
3 5
6 4
3 4
6 2
= 26 18 30a a ax y z
a N =
A B
A B
a a ax y z
26 18 30
26 18 302 2 2= 0.5964 a x + 0.4129 a y + 0.6882 a z
This is the unit vector normal to the plane containing A and B.
Example 1.11.5
Solution : The perpendicular vector to the plane containing A and B is given by their
cross product.
A B =a a ar z
A A A
B Br z
r z=
a a ar z
2 1
1 2
= 72
3 4 a a ar z
a n = Unit vector in the direction A B
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=
72
3 4
72
3 42
2 2
a a ar z
( ) ( )
= 3.5
16.9651
a a ar z3 4= 0.648 a 0.1768 a 0.74 ar z
Example 1.11.6 Kept this unsolved example for student's practice.
Example 1.12.3
Solution : The scalar triple product is,
A B C =2 0 1
2 1 2
2 3 1
= 14
The vector triple product is,
A B C = B A C C A B
A C = 2 2 0 3 1 1 = 3A B = 2 2 0 1 1 2 = 2
A B C = 3 B 2 C = 3 2 2 2 2 3a a a a a ax y z x y z = 2a 3a 4 ax y z Example 1.13.9
Solution : A = y x za a ax y z A r = A a r a x a r a a r a z a ry y x z
= y cos x sin (Refer Table 1.13.1) … (1)
A = A a a a a a a ax y z
y x z
= y sin x cos … (2)
A z = A a a a a a a az x z z z zy y x z z … (3)Now x = r cos y r sin z z1
Using in equations (1), (2), (3) we get,
A = [r sin cos r sin cos ] [ r sin r c2 a r os ] z2 a a z
= 0 r (sin cos z2 2 a a r az z a z
Example 1.13.10
Solution : B = 10r r cosa a ar
Br = 10
r , B r cos , B 1 … In spherical
B
B
B
x
y
z
=
sin cos cos cos sin
sin sin cos sin
cos
cos sin 0
10r
r cos
1
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B = – sin sin sin cos cos cosr r r 2 2
B = r rsin cos cos cos 2 … cos – sin cos2 2 2
B = B B Br a a ar
At Q, r = 7, 64.623 , = 108.435 hence B at Q is,B = – 0.8571 a – 0.4064 a ar – 6 … At point Q
Example 1.13.12
Solution : Refer example 1.13.11 for P in cylindrical system.
P (6.3245, 108.43 , 3) … Cylindrical
To convert A to cylindrical,
A = A a a a a ax y y( ) (x z) ( )
= y x zcos ( ) sin and x = cos , sin ,y z z A = 2 2 sin cos sin sin sin z z
A = A a a a a ax y y ( x z) ( ) ( )
= y x z(– sin ) ( ) (cos )
= cos2 z cos … cos – sin cos2 2 2
A = [ sin sin ] [ cos 2 2 0 z z cosa a a z
At P, A = – 0.9485a – 6a Example 1.15.3
Solution : From given A, A 2 xy, A z, A yzx y z2
A = div A =
A
x
A
y
A
zx y z
=
x
2 xyy
zz
yz2 = 2y 0 2zy 2y 2yz
At P (2, – 1, 3), x = 2, y = – 1, z = 3
A = (2) 1 2 1 3 8Example 1.15.4
Solution : Given A in cylindrical system,
div A = 1r r
r A 1
r
A A
zrz
where A r = r z sin , A 3 r z2
cos , A z = 0
div A = 1r r r z 1
r r z2 2
sin cos
3 0
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= 1r z 2r 1
r 3r z 2 sin sin = 2z sin 3 z 2 sin
At point P, r = 5,
, z = 1
div A = 2 1 3 1 sin sin
= – 1 at P.
Example 1.16.3
Solution : The outward flux is given by,
= F S dS
over a closed surface S
The cylindrical surface is shown in the Fig. 1.1.The total surface is made up of,
1. Top surface S1 for which z = 1, r varies from0 to 4 and varies from 0 to 2 .
2. Lateral surface for which z varies from 0 to 1, from 0 to 2 and r = 4.
3. Bottom surface S3 for which z = 0, r varies from
0 to 4 and varies from 0 to 2 .For S1, dS = r dr d azFor S2, dS = r dz d arFor S3, dS = r dr d (– az)
F S
dS1
= ( cos sin ) ( )r z r dr d
S
2 2
1
a a ar z
= 0
F S dS 3
= ( cos sin ) [r zS
2 2
3
a a ar z r dr d ( )] = 0F S d
S2
= ( cos sin ) ( )r z r d dS
2 2
2
a a ar r z= r r dz d
z
2 2
0
2
0
1
cos
… a ar z = 1, a a r = 0 r = 4
= (4)3
dz dz
cos2
0
2
0
1
= 64 dz0
1
0
21 2
2
cos
d
= 64 × [ ] [ ] sin
z01
02
0
212
22
= 64
F S dS
= 0 + 64 + 0 = 64
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ur aceS1
SurfaceS3
z = 1
SurfaceS2
r = 4
z = 0
x
y
Fig. 1.1
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Let us verify divergence theorem which states that,
F S dS
= ( F)v
dv where dv = r dr d dz
F =
1
r r
(r Fr) + 1
r
F F
z
z
= 1 12 2
r r r r
r z
( cos ) ( sin ) + 0
= cos
( cos )2
23
r
r zr
= 3 r cos2
z
rcos
( F)v
dv = 3 2
0
4
0
2
0
1
r z
rrz
cos
cosr dr d dz
= 33
32
0
2
0
4
0
1
r z rz
cos cos
d dz
= 4 1 2
2 43
0
2
0
1
cos
cos
z
z
d dz = 32 2
2 40
2
02
0
1
sin[sin ]z
z
dz
= { [ ] [ ]}32 2 0 4 0
0
1
zz
dz = 64
0
1
z dz = 64
Thus F S
d
S
= (
F)
v
dv and divergence theorem is verified.
Example 1.16.4
Solution : Using divergence theorem
S
d A S =v
( ) dv A
To evaulate A S d it is necessary to consider all six faces of the cube. Let us find dS foreach surface, for a cube shown in the Fig. 1.2.
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x = Constant planes(back and front)
y = Constant planes(sides)
z = Constant planes(top and bottom)
–ax
ax –ay ay
az
–az
Back
FrontLeft Right
Top
Bottom
(a) Cube (b) Directions of dS
Fig. 1.2
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1. Front surface (x = 1), dS = dy dz, direction = a x , dS = dy dz a x
2. Back surface (x = 0), dS = dy dz, direction = a x , dS = dy dz a x3. Right side (y = 1), dS = dx dz, direction = a y , dS = dx dz a y
4. Left side (y = 0), dS = dx dz, direction = a y , dS = dx dz a y
5. Top side (z = 1), dS = dx dy, direction = a z , dS = dx dy a z
6. Bottom side (z = 0), dS = dx dy, direction = a z , dS = dx dy a zA = xy y y z2 3 2a a ax y z
For front, A S d = xy dy dz (x 1) y dy dz2 2
For back, A S d = xy dy dz (x 0) 02
For right, A S d = y dx dz (y 1) dx dz3
For left, A S d = y dx dz (y 0) 03
For top, A S d = y z dx dy (z 1) y dx dy2 2
For bottom, A S d = y z dx dy (z 0) 02
S
d A S =z 0
1
y 0
12
z 0
1
x 0
1
y 0
1
x
y dy dz dx dz
0
12y dxdy
= y
3 [z] [x] [z]
y
3 [x]
13
0
1
01
01
01
3
0
1
01
3
1 1
3
53
A =
A
x
A
y
A
z y 3y y 5yx
y z 2 2 2 2
v A) dv =
z 0
1
y 0
1
x 0
12
3
0
5y dx dy dz 5 y
3
1
01
01[x] [z] = 5
13
1 1 53
Thus divergence theorem is verified.
Example 1.16.5
Solution : A = 2xy y 4 yz2a a ax y z
Using Divergence theorem,S
d A S =v
dv ( A)
A =
A
x
A
y
A
z 2y 2y 4y 8yx
y z
S
d A S =v
(8y)dv ... dv = dx dy dz
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=
z 0
1
y 0
1
x 0
1 2
8y dx dy dz 8 y
2
0
1
01
01[x] [z] = 8
12
4
Example 1.16.6
Solution : The divergence theorem states that
S
d A S = v A dv
Now
S
d A S =side top bottom
d
A S
Consider dS normal to a r direction which is for the side surface.
dS = r d dz a r
A Sd = 30 2e z r d dzr
a a ar z r
= 30 r e d dz r e d dzr r a ar r
side
d A S =
z 0
5r30 r e d dz with r = 2
= 30 2 e z2 05
02
= 255.1
The dS on top has direction a z hence for top surface, dS = r dr d a z
A Sd = 30 e 2 z r dr dr a a ar z z = – 2 z r dr d ... a az z 1
top
d A S =
r 0
2
2 z r dr d with z = 5
=
2 5
r2
2
0
2
02
40
While dS for bottom has direction a z hence for
bottom surface, dS = r dr d a z A Sd = 30 e 2 z r dr dr a a ar z z = 2 z r dr d ... a az z 1
But z = 0 for the bottom surface, as shown in the
Fig. 1.3.
S
d A S = 255.1 – 40 = 129.4363
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ar
–az
z = 0
az
dS
z = 5
dS
Fig. 1.3
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This is the left hand side of divergence theorem.
Now evaluate v A dv
A = 1
r r
r A 1
r
A A
zr
z
and A r = 30 e
r , A = 0, A 2 zz
A = 1r r 30 r e z 2 zr 0= 1r 30 r e 30 e 1 2r r = 30 e 30r e 2r r
v
A dv =
z 0
5
r 0
2r r30 e 30
r e 2
r dr d dz
= z 0
5
r 0
2r r30 r e 30 e 2r
dr d dz
=
30 r e
1 30
e1
dr 30 e
1
r r r
2
r2
z2
05
02
Obtained using integration by parts.
= 30 r e 30 e 30 e rr r r 2
0
2
5 2 = 60 e 22 2 10 = 129.437
This is same as obtained from the left hand side.
Example 1.16.7
Solution : The given D is in spherical
co-ordinates. The volume enclosed is shown in the
Fig. 1.4.
According to divergence theorem,
S
d
D S =
v
D dv
The given D has only radial component as given.
Hence D 5 r
4r2
while D D 0.
Hence D has a value only on the surface r = 4 m.
Consider dS normal to the a r direction i.e.
r d d2 sin
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z
x
y
45º
a
D
r = 4 m
Dr
ar
Fig. 1.4
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dS = r d d2 sin a r
D Sd = r d d 5r4 r d d22
4sin sin
54
... a ar r 1
S
d D S =
054 r d d4 sin ... r = 4m
= 54 r4 cos
0 02
= 54 4 0 24
cos cos
= 588.896 C
To evaluate right hand side, find D.D = 1
r r
r Dr
Dr
D
22
r
1 1sin
sinsin
= 1r r
r 5
4 r
r r r
22 2
24
0 0
5
4= 5
4 r4 r
23 = 5 r
In spherical co-ordinates, dv = r dr d d2 sin
v D dv =
0r 0
425 r r dr d dsin
= 5 0 02r44
0
4
cos = 5 44 0 2
4
cos cos
= 588.896 C
Example 1.16.8
Solution : The volume bounded by the given planes is a cube. To evaluate total charge
use Gauss's law.
Q =S
d D SBut to evaluate D S
d , it is necessary to consider all six faces of the cube. Let us find dSfor each surface.
1) Front surface (x = 2), dS = dy dz, direction = a x , dS = dy dz a x
2) Back surface ( x = 1), dS = dy dz, direction = a x , dS = – dy dz a x3) Right side (y = 3), dS = dx dz, direction = a y , dS = dx dz a y
4) Left side (y = 2), dS = dx dz, direction = a y , dS = – dx dz a y5) Top side (z = 4), dS = dx dy, direction = a z , dS = dx dy a z
6) Bottom side (z = 3), dS = dx dy, direction = a z , dS = – dx dy a z
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Key Point Remember that though the co-ordinates of x, y and z are positive, the directions of
unit vectors are with respect to region bounded by the planes, as shown in the Fig. 1.5 (b).
For front D Sd = 4x dy dz, x = 2 ... a ax x 1For back D Sd = – 4x dy dz, x = 1 ... a ax x 1For right D Sd = 3 y 2 dx dz, y = 3 ... a ay y 1For left D Sd = 3 y 2 dx dz, y = 2 ... a ay y 1For top D S
d = 2 z 3 dx dy, z = 4 ... a a
z z
1
For bottom D Sd = 2 z 3 dx dy, z = 3 ... a az z 1
S
d D S =z 3
4
y 2
3
z 3
4
y 2
3
4x dy dz + 4x dy dz
Front, x = 2 Back, x = 1
z 3
4
x 1
22
z 3
4
x 1
223y dx dz 3y dx dz
Right, y = 3 Left, y = 2
y 2
3
x 1
23
y 2
3
x 1
2
2z dx dz + z dx d2 3 z
Top, z = 4 Bottom, z = 3
= 4 2 y z 4 1 y z 3 3 x z23
34
23
34 2
12
34
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x = constant planes(back and front)
y = constant planes(sides)
z = constant planes(top and bottom)
–ax
ax –ay ay
az
–az
Back
FrontLeft Right
Top
Bottom
(a) Cube (b) Directions of dS
Fig. 1.5
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= 3 2 x z 2 4 x y 2 3 x y2 12 34 3 12 23 3
12
23
= 8 4 27 12 128 54 = 93 CThis is the total charge enclosed.
Let us verify by divergence theorem.
D =
D
x
D
y
D
z 4 6 y 6 zx
y z 2
v D dv =
z 3
4
y 2
3
x 1
224 6 y 6 z
dx dy dz ... Integrate w.r.t. x
= z 3
4
y 2
32
124 6y 6z x
dy dz ... Integrate w.r.t. y
=z 3
4 22
2
3
4y 6 y
2 6 z y
dz
= z 3
42 2 24 3 2
62
3 2 6 z 3 2
dz
= z 3
42
3
3
4
4 15 6 z dz 19 z 6 z
3
= 19 4 3 2 4 33 3 = 93 CThus divergence theorem is verified.
Example 1.17.6
Solution : t = x y e2 z and P(1, 5, – 2)
t = Gradient of t =
t t
y
t
zx a a ax y z = 2xy x e
2 za a ax y z
At P, x = 1, y = 5, z = – 2
t = 10 a a e ax y
2
z
Example 1.17.7
Solution : 1) V = e– z sin 2x cosh y
V =
V
x
V
y
V
zx y za a a
V
x =
x
[e– z sin 2x cosh y] = 2 e– z cos 2x cosh y
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V
y =
y
[e– z sin 2x cosh y] = e– z sin 2x sinh y
V
z =
z
[e– z sin 2x cosh y] = – e– z sin 2x cosh y
V = 2e cos 2x cosh yz
a e sin 2x sinh y a e sin 2x cosh y axx
y
z
z
2) U = 2 2zcos
U =
U U
z za a a 1 U
= 2
z z zcos2 1
2 2 22 2a a a ( sin ) cos
= 2 z z zcos a a a2 2 2 22 sin cos
3) W = 10 r sin2 cos W =
W
r rW
rW
a a ar 1 1
sin
= 10 sin2 cos cos sin cosa ar 1
10 2r
r 1
10 2r
rsin
sin ( sin )
a
= 10 sin2 cos cos sin sin sina a ar 10 2 10
Example 1.17.8
Solution : Gradient of f in spherical system is,
f = f
r1r
f 1r sin
f a a ar
Hence verify the answer as,
f = 100 r sin cos 5 sin a 25r cos cos 2 sinr3 r 3
–
a 25r sin 5 cos
sin a3
–
Example 1.18.7
Solution : A = x y y2 2 2a a ax y z
A =
A
x
A
y
A
z
(x
x +
(y
y +
(y
z
x y z2 2 2
) ) )
= 2x + 2y + 0 = 2 (x + y) ... Divergence
A =
a a ax y z
x y z
x y2 2 y 2
= a a a 2y ax y z x[2y 0] [0 0] [0 0] … Curl
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Example 1.18.8
Solution :
1) P = x2yz a x + xz a z
Px = x2yz, Py = 0, Pz = xz
P =
Py
Pz
Pz
Px
Px
z yx
x zy
y
a a Pyx
z
a
= [0 – 0] a x + [x2y – z] a y + [0 – x
2z] a z = (x2y – z) a y – x
2z a z
2) Q = sin a + 2 z a + z cos a z
Q = sin , Q = 2 z, Qz = z cos
Q = 1 1
Q Q
z
Q
z
Qz z
a aQ )
1 Q
a z
= 1
0 0 1
32
( sin ) [ ] cosz a a 2 z 1
a z
=
z
z zsin
( cos )
2 3a a
3) T = 1
2rrcos sin cos cos a a ar
Tr
=
r 2 cos, T
= r sin cos , T
= cos
T = 1 1r
T T rT
sin
sin
sin
( )
a r
r1r
T
r
a +
1r
T
( )r
r
Tr
a
= 1 1
0r
rsin
(sin cos )sin ( sin )
sin (
a r
1r
) ( cos )
r
r a
+ 1 12
2r
r
r r
( sin cos )
( sin )
a
(sin cos )
= 1
2
2
( sin cos )=
12
2
(sin )=
12
2 2 cos = cos2
T = 1 2 1 1 2r
rr r
rsin
[cos sin sin ] [ cos ] sin cos
a ar
sin
r 2 a
= cos
sin sin
cossin cos
sin22
3
r r rr
a a
a
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Example 1.18.9
Solution : E a a ax y z yz xz xy
E =
E
x
E
y
E
zx y z 0 0 0 0
As E = 0, field E is solenoidal in nature.
E =a a ax y z
x y z
yz xz xy
= a a ax y zx x y y z z = 0
As E = 0, field E is irrotational in nature.Example 1.18.10
Solution : 1) A = yz 4xy ya a ax y z
A =a a ax y z
x y z
yz 4xy y
= a ya [4y – z] ax y z
2) B = z sin cosa a 3 2z … Cylindrical
B = 1
2
a a a z
zz sin 3 z cos 02
= – ( – )6 z cos a sin a 6z cos z cos a2 z
Example 1.19.2
Solution : A L dL
= ab bc cd da
DL = d d a a + dz a z … Cylindrical system
A = cos , A = sin , Az = 0 … From given A
For path ab, the direction is a hence A Ld = (sin ) ( d) A L
dab
= sinº
º
d 60
30
with = 2
= [ c o s ]ºº
6030
(2) = 2 [– 0.866 + 0.5] = – 0.732
For path bc, the direction is a hence A Ld = cos d A L d
bc
=
cos d
2
5
with = 30º
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A = 1 A Az
z a +
A A zz
a
+ 1 A 1 A
a z
Given : A = cos , A = 0, A z = 2
A = 0 0 0 2 0 1 sin
a a a z = 2 sin a a z
As the surface is in x - y plane, dS = d d a z
A SS
d = sin d d a az z … a a z 0
= sin d d cos 202 2
0
1
0
1
0
2
= 0 0 1 12
1
2
Example 1.19.4
Solution : The path L is shown in the Fig. 1.7.
F dL =AB BC CD DA F dL
F dL AB
= x + y xy2 2AB
i j dx i– 2
= (x + y )dx2 2
x = – a
a
= x
3 y x
32
x = – a
a
= 2a
3
3… y = 0 for AB
F dL BC
= x + y xy2 2BC
i j dy j– 2 = –2xy dyy = 0
b
= – 2xy2
2
y = 0
b
= –ab2 … x = + a for BC
F dL CD
= x + y xy2 2CD
i j dx i– 2 = (x + y ) dx2 2x = a
– a
= x
3 y x
32
x = +a
– a
= – – – –
a3
ab a
3 ab
32
32
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x
y
z
A D
B C
x = – a
y = b
x = + a
y = 0
Fig. 1.7
z
y
x
1
1
az
Fig. 1.6
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= – –2a
3 ab
322 … y = + b for CD
F dL DA
= x + y xy2 2DA
i j dy j– 2 = –2xy dyy = b
0
= – 2xy
2
2
y = b
0
= – ab2 … x = – a for DA
F dL = 2a
3 ab
2a3
ab ab3
23
2 2– – – –2 = – 4ab2 … L.H.S.
F =
i j k
x y zx + y xy 02 2 2
= (– )2y – 2y k = – 4yk
( ) F dSS
= – 4y dxdy
S
k k ( ) =y = 0
b
x = – a
+a
– 4y dxdy
=
y = 0
b
x = – a+a– 4x ydy = –4 x
y
2–a+a
2
0
b
= – 4ab2
… Stoke's theorem is verified
Example 1.19.5
Solution : According to Stoke's
theorem,
L
d H L = S
d H S
Let us evaluate left hand side. The
integral to be evaluated on a
perimeter of a closed path shown inthe Fig. 1.8. The direction is a-b-c-d-a
such that normal to it is positive a zaccording to right hand rule.
H Ld =ab bc cd da
d H L
ab
d H L = x 2
526xy 3 y dx
a a ax y x
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a
bc
d x = 2
x = 5
x
y = –1y = 1
z
Fig. 1.8
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=x 2
5 2
2
5
6 xy dx 6y x
2
= 6y2
25 4 = 63 y
Now y = – 1 for path ab, ab
d H L 63 1 63
Similarly
bc
d H L = y 1
12
33
1
13y dy
3 y
3 y 1 1
= – 2
cd
d H L = x 5
2 2
5
2
6 xy dx 6 x
2 y
6y
2 4 25 63
y
But y = 1 for path cd hencecd
d H L = – 63
da
d H L = y 1
12 3
1
1 3 33y dy y 1 1 1 1 2
H Ld = 63 2 63 2 126 A
Now evaluate right hand side.
H =
a a ax y z
x y z
xy 3y 26 0
= a a a ax y z z0 0 0 0 0 6x 6x
S
d H S = S
6 x dx dy a az z
dS = dx dy a z normal to direction a z
S
d H S = y 1
1
x 2
5 2
2
5
11
6x dx dy 6 x
2 y
= 62 25 4 1 1 3 21 2 126 AThus both the sides are same, hence Stoke's theorem is verified.
Example 1.19.6
Solution : According to Stoke's theorem,
L
d H L = S
d H S
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In spherical system,
dL = dr r d r da a ar sinThe closed path forming its perimeter is composed of three circular arcs. The first path 1 is
r = 3 , 0, 0 as shown in the Fig. 1.9. The second path 2 is r = 3, 90 ,
0 while the path 3 is r = 3, 90 , 0 . For all the three arcs r = 3 m.
Let us evaluate H Ld over these three paths.
H Ld =
Path1 Path2 Path3
H r d H r d H r d
sin
Now, H 0, H 0, H 0 sinr 1 ... Given HThus only second line integtal exists.
H Ld =
= 0
22r sin d 10 r sin 10 0 2sin / ... Path 2
= 10 3 90 22 sin = 47.1238 A ... r = 3 m, 90 for path 2
Now evaluate second side of Stoke's theorem.
H in spherical co-ordinates is,
= 1r sin
H sin H 1r
Hr
a r1
sin
(rH
r
)a
1r
(rH
r
Hr
)a
As H 0, H 0, H 10 sinr
H = 1r sin
sin 1r
(r10 sin
r
2
10 0 0
a r)
a a
1r
0 0
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y
x
O r = 3
r = 3
r = 3
Path 1
Path 3
Path 2
rd a
rd a
rsin d a
d =Ld =L
d =L
= 0º = 90º
= 90º
Fig. 1.9
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= 1r sin1r
10 2 10 sin cos sina ar
= 10r sin
10r
sin sin2 a ar
while dS = r sin d d2 a r ... As given in a r direction
H Sd = 10r sin r sin d d2
sin 2 ... a ar r 1
H SdS
=
= 0
2
= 0
2
r sin 2 d d/ /
10
= 10 22 10 20
20
2
02
r r
cos cos ( cos )
//
2
... r = 3 m
= 10 3 1
2
1
2 2
= 47.1238 A ... Thus Stoke's theorem is verified.
Example 1.20.3 Kept this unsolved example for student's practice.
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R1Q = C A a ay z
and R2Q = C B a ay z 4 3
R1Q = 1 1 22 2 And
R2Q = 4 32 2
= 5
F1 = Force on Q due to Q Q Q
R1
1
1Q2
4
a 1Q
and F2 = Force on Q due to Q QQ
R2
2
2Q2
4
a 2Q
Ft = F F a a1 2 1Q 2Q
Q Q
R
Q
R
1
1Q2
2
2Q24
=
Q Q
5
224
2 10
2 2
4 3
5
9
2
a a a ay z y z
= Q 7.071 10 Q12510 24 4 3
a a a ay z y z
Total z component of Ft is,
= Q
7.071 10 3 Q
125
10 2
4
a z
To have this component zero,
7.071 10 3 Q
12510 2 = 0 as Q is test charge and cannot be zero.
Q 2 = 7.071 10 125
3
10= – 29.462 nC
Example 2.2.8
Solution : Let the side of equilateral
triangle is d and is placed in x-y plane asshown in the Fig. 2.3.
l(AB) = l(BC) = l(AC) = d
l(CD) = d d
22
2
= 3
2
d
A (0, 0, 0), B (d, 0, 0),
C d
2 ,
3d2
, 0
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y
x
z
AB
C
d d
d
P
Dd2
d2
Fig. 2.3
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Key Point For equilateral triangle, the centroid is at a distance of 1
3 rd of height of
perpendicular drawn from any one corner to opposite side, from the side on which
perpendicular is drawn.
l(DP) = 1
3 l(CD) i.e. l(DP) =
1
3
3
2
d=
d
2 3= 0.2886d
Co-ordinates of centroid P d d2
0 2886 0, . ,
The charge at each corner is +Q. Let charge at P is QP. Then net force Ft on charge at A
due to all other charges is,Ft = F F FB C P
= QQ
4 R
QQ
4 R
Q Q
4 RBA2
CA2
P
PA2 0 0 0
a a aBA CA PA
a BA = R
|R |BA
BA
= d
d
a x = – a x , a CA = R
|R |CA
CA
= d d
d2
32
a ax y
a PA =
dd
d2
0 2886
0 5773
a ax y.
.
Ft = Q
d d
d d
2
0 242
32
a a ax x y
d2 +
Q Q P4 0
d2
a 0 . 2886 d a
(0.5773 d) (0.5773 d)
x y
2
= Qd
2
024
0 5 0 866
a a ax x y. . + Q Qd
P
42 5987 1 5
02
. .a ax y
= Qd
Q Q QP p4
1 5 1 50
2[ . [ . ] Q 2.5987 0.866] a ax y
For keeping all charges in equilibrium, Ft = 0
– 1.5 Q – 2.5987 QP = 0
QP = – 0.5773 Q
Thus charge at centroid P must be negative and 0.5773 times the charge Q.
Example 2.2.9
Solution : The square is kept in x-y plane with origin as one of its corners, as shown in
the Fig. 2.4.
The diagonals AC = BD = 8 m
Let AD = DC = BC = AB = l m
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l l2 2 = 8 2
l = 5.656 mz
Hence the co-ordinates of various points are,
A (0, 0, 0), B (0, 5.656, 0), C (5.656, 5.656, 0),
D (5.656, 0, 0)The point E is centroid hence E (2.828, 2.828, 0).
The point P is 3 m above the centre E hence theco-ordinates at P are (2.828, 2.828, 3).
To find force on charge at P which is
Q 150 C2 due to charges at A, B, C and D of Q 30 C1 each. FP = F F F FA B C D
FA = Q Q
4 R
Q Q
4 R |
1 2
0 AP2
1 2
0 AP2
a R
R
APAP
A
P|
, FB = Q Q
4 R
Q Q
4 R |
1 2
0 BP2
1 2
0 BP2
a R
R
BPBP
BP
|
FC = Q Q
4 R
Q Q
4 R |1 2
0 CP2
1 2
0 CP2
a R
RCP
CP
C
P|
, FD = Q Q
4 R
Q Q
4 R |1 2
0 DP2
1 2
0 DP2
a R
RDP
DP
D
P|
RAP = (2.828 0) (2.828 0) (3 0) 2.828 a a a ax y z x y za a 2.828 3
RBP = (2.828 0) (2.828 ) (3 0) 2.8 a a ax y z5656. 28 2.828 3a a ax y z
RCP = (2.828 ) (2.828 ) (3 0) 5 656 5 656. .a a ax y z 2.828 2.828 3 a a ax y z
RDP = (2.828 ) (2.828 ) (3 0) 2. 5 656 0. a a ax y z 828 2.828 3a a ax y z
| |RAP =| |R R RBP CP DP| | | | (2.828) (2.828) 32 2 2 5
F F F FA B C D = Q Q
4 (5)[ ]1 2
03
R R R RAP BP CP DP
FP = 30 10 150 10
4 8.854 10
6 6
12 35[12 ]
a 3.8827 a Nz z
Example 2.2.10
Solution. : The arrangement of charges is shown
in the Fig. 2.5. The charge at P is test charge i.e.
QP = 1C.
F1P = Q Q
R
P1
0 124
a R1 ... Force due to Q1
R1 = 1 1 1 2 0 0a a ax y z= – 2 a x – a y
R1 = R1 2 1 52 2
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z
y
x
0
P (–1, 1, 0)
Q (1, 2, 0)1Q (2, 0, 0)2 R2
R1
Fig. 2.5
z
x
y A B
P
C
D E At A, B, C, D
Q = 30 C1
Q = 150 C2
l
l
(AC) = 8 m(BD) = 8 m
Fig. 2.4
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F3 = 1 10 1 10
4 8.854 10 12
3 3
12
a x 3 2 2
12
a ay z
= 216.211 374.489 611.538 Na a ax y z
The total force on charge at P4
is,
F = F F F a a1 2 3 z z3 611.446 1834.338 N i.e. |F| = 1834.338 NThe magnitude of force on each charge remains same as above due to symmetrical
distribution of charges.
Example 2.2.13
Solution : The arrangement is shown in the
Fig. 2.8.
The co-ordinates of the vertices of triangle are,
Point O (0, 0, 0)Point Q (0.1, 0, 0)
Point P (0.05, 0.0866, 0).
Let us find the force on P due to the charges
at O and Q.
F1 = Q Q
4 R
Q Q
4 R |1 2
0 OP2
1 2
0 OP2
a R
ROP
OP
OP
|
ROP = 0.05 0.0866a ax y , | | (0.05) (0.0866) 0.12 2ROP
F1 = 0.25 10 0.25 10
4 8.854 10
6 6
12
0.1
[0.05 0.0866 ]
0.12
a ax y= 0.02808 0.0486 Na ax y
F2 = Q Q
4 R
Q Q
4 R | |1 2
0 QP2
1 2
0 QP2
a R
RQP
QP
QP
RQP = (0.05 0.1) 0.0866 0.05 0.0866 a a ax y x a y
|RQP| = (0.05) (0.0866)2 2 = 0.1
F2 = 0.25 10 0.25 10
4 8.854 10 0
6 6
12
.1
[ 0.05 0.0866
0.12
a a ]x y= 0.02808 0.0486 Na ax y
F = F F 0.09729 a N1 2 y … Direction a y
|F| = 0.09729 N … Magnitude
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y
xO
d
10 cm 10 – 52 2
= 8.66 cm
Q
5 cm
10 cm
5 cm 0.25 C0.25 C
0.25 CP
R
Fig. 2.8
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Example 2.3.6
Solution : E1 = Q
4 R
1
0 12
a R1
a R1
= R
R
a a
R
x z1
1
0 1 1 0
1
= a ax z
2
E1 =
8
4 2 20
02
a ax z = 12
a ax z
E2 = Q
4 R
2
0 22
QR2
a R2 = R
R
a a
R
a a2
2
x
2
x z0 1 1 0 z
2
E2 =
44 2 2
0
02
a aa ax z x z
1
2
E = E E 0.3535 a 1.0606 a1 2 x z V m
Example 2.3.7
Solution : The various points and charges are
shown in the Fig. 2.10.
The position vectors of points A, B and P are,A = 2 a x , B a x 2
P = a a ax y z 2 2EA is field at P due to Q 1, and will act along aAP .
EB is field at P due to Q 2 and will act along a BP .
EA = Q
R
Q
R
1
AP2
1
AP24 4
a P A
P AAP
EB = Q
R
Q
R
2
BP2
2
BP2
4 4
a P B
P B
BP
E at P = E EA B
= 14
Q
R
Q
R
1
AP2
2
BP2
P A
P A
P B
P B
=
1
4
1 2 2
9 1 2 2
3 2 2
17 3 22 2 2 2
2
2 2 2
a a a a a ax y z x y zQ
2 2
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Q1
O
Q2
R AP
RBPa AP
aBP
A(2, 0, 0)
B(–2, 0, 0)
P(1, 2, 2)
y
x
z
Fig. 2.10
P (0, 0, 1)
(–1, 0, 0)Q1
Q2
R2
R1
B
A
(1, 0, 0)
y
z
x
Fig. 2.9
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y component of EA i.e. E EA y A cos 45
Similarly l (OB) = 2 m, l (OP) = 2 mhence PBO = 45
y component of EB i.e. E EBy B cos 45
But EAy is in a y direction while EBy is ina y direction. From symmetry of thearrangement E EAy By . Hence they cancel
each other.
While z components of EA and EB help
each other as both are in a z direction.
EAz = E E E aBz A B z or sin 45Similarly there are 4 more pairs of charges
which will behave identically and their y
components are going to cancel while z components are going to add.
Thus total z component of E at P is,
Etotal = (E due to any charge) 10 45sin a z = Q
R2410 45
sin a z
where R = 2 2 82 2
Etotal =
500 10
4 810 45
6
2
sin a z = 3.972 10
6 a z V/m
FP = Q 10 3.972 10P6 6E atotal z
20 = – 79.44 ( )a z N
This is the force on the charge at P. In general, force acts normal to the plane in which
circle is kept, i.e. – 79.44 a n where a n is unit vector normal to the plane containing the
circle.
Example 2.3.11
Solution : a) A (2, –1, 3) and P (0, 0, 0)
E at P = Q
RAP24 aAP
Now aAP =
0 2 0 1 0 3
2 1 32 2 2
a a ax y z
E =
5 10
4
2 3
14
9
8.854 10 1412 2
a a ax y z
= – 1.715 a x + 0.857 a y – 2.573 a z V/m
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Oy
x
z
45º 45º
2 2
2
ABQ
Q
QQ Q
Q
Q Q Q
Q
R R
P(0,0,2)EAy
EA
EBy
EB
45º45º
Fig. 2.13
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b) Let point P is now (x, 0, 0).
aAP =
r
r
a a aAP
AP
x y z
x 2
x 2 1 32 2 2
3
E =
Q
x 2 1 9
x 2
x 2 1 92 24
3
a a ax y z
=
5 10
x 2 10
x 29
2 3/ 2
4
3
a a ax y z
=
44.938
x 2 10
x 22 3/ 2
a a ax y z3
| |E =
44.938
x 2 10
x 2 1 32
3/ 22 2 2
=
44.938
x 2 102 V/m
To find x at which| |E is maximum,
d
dx
| |E= 0
44.938
2 x 2
x 2 102 2 = 0
(x – 2) = 0
x = 2 where| |E is maximum.The graph of | |E against x is shown in the Fig. 2.14.
c) Hence| |maxE is at x = 2,
| |maxE = 44.938
10 = 4.4938 V/m
Example 2.3.12
Solution : E = Q
R024
a R
a R = R
R
QP
QP
= P Q
P Q
P Q = 0 2 0 2 0 01 2 3 2 5. . . . .a a ax y z= 0 4 01 0 2. . .a a ax y z
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4.49| |E max
| |E in V/m
10 –10 20x
Fig. 2.14
y
z
xaR
P
Q5 nC
Fig. 2.15
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a R =
0 4 01 0 2
0 4 0 1 0 22 2 2
. . .
. . .
a a ax y z
= 0 4 01 0 2
0 45825
. . .
.
a a ax y z
= 0 8728 0 2182 0 4364. . .a a ax y z R = P Q = 0.45825
E =
5 10
4 8 854 10 0 45825
9
12 2
. . a R = 214 a R
Substituting value of a R ,
E = 186.779 a 46.694 a 93.389 ax y z V/m … E at P
Example 2.3.13
Solution : The arrangement is shown in the Fig. 2.16. Letthe charges are placed at A, B and C while E is to be
obtained at fourth corner O.
E at 'O' = E E EA B C
= Q
4 R
Q
4 R
Q
4 R0 A2
0 B2
0 C2
a a aRA RB RC
RA = – 0.05 a x , RA = 0.05, a RA = – a x
RB = – 0.05 – 0.05a ax y , RB = 0.0707,
a RB = – 0.707 – 0.707a ax y
RC = – 0.05 a y , RC = 0.05, a RC = – a y
E = Q4
–
(0.05)
– 0.707 – 0.707
0.07070 2( ) ( )
( )
a a ax x y
2
( )–
(0.05) 2a y
= 100 10
4 8 854 10400 141 4 141 4 40
9
12
–
–.– – . – . –
a a ax x y 0 a y
= – . – .486 6 486 6a ax y kV/m, |E| at 'O' = 688.156 kV/mExample 2.3.14
Solution : The arrangement is shown in the Fig. 2.17.
F3 = F F13 23 = Q Q
4 R
Q Q
4 R
1 3
0 132
2 3
0 232
a aR13 R23
R13 = – 3 2a a ax y z , R13 = 14, a R13 = R
R13
13
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x
z
y
AB
CO
RA
RC
RB
(0,0.05,0)(0,0,0)
(0.05,0,0) (0.05,0.05,0)
Fig. 2.16
x
z
y
R13
(–1, ,4) –1
(0,3,1)
R23
Q = – 2 mC2
Q = 1 mC1
Q = 10 nC3
(3,2, ) –1
Fig. 2.17
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R23 = a a ax y z 4 3– , R23 = 26, a R23 = R
R23
23
F
a a a3
x y z14
1 10 10 10
14 14
3 9
2
– –
( )
– 3 + + 2
–
( )
– –2 10 10 10
26 26
3 9
2
a a ax y z+ 4 – 3
= – 6.503 a 3.707 a 7.4985 ax y z– mN
E3 = F
Q3
3
= – 650.3 a 370.7 a 749.85 ax y z– KV/m
Example 2.4.4
Solution : Given : v = 10 z e y C m2 0.1 x 3 sin .
Consider differential volume in cartesian system as, dv = dx dy dz
dQ = v dv = 10 z e y2 0.1 x
sin dx dy dz Q =
vol
v dv
But now it becomes triple integration
Q =z 3
4
y 0
1
x 2
22 0.1 x10 z e y
sin dx dy dz
=
z 3
4
y 0
12
0.1 x
2
2
10 z y e
0.1 dy dz
sin =
z 3
42
0.2 0.210 z
y e0.1
e0.1
cos
0
1
dz
= 10 0z
3
3
3
4
cos cos
4.0267 = 10 4 3
31 13 3
4.0267 = 316.162 C
Example 2.4.5
Solution : i) 0 < x < 5 m, L = 12x mC m2
Q = L dL = 12 x dx mC20
5
= 12 x
3
3
0
5
= 500 mC = 0.5 C
ii) S = z nC m2 2 , = 3, 0 < z < 4 m
Q = SS
dS = SS
d dz =
z
2 –9z 10 d dz
0
4
0
2
... = 3
= 3 10 z3
2 –902
3
0
4
= 1.206 C
iii) v = 10rsin
C m 3
, r = 4 m
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Q =vol
v dv =vol
v2r sin dr d d =
0
2
0 0r
210r sin
r sin dr d d
= 102
2
0
4
0 02r
= 1579.136 C.
Example 2.4.6
Solution : n e = 1000
r cos
4
electrons/m 3
1 electron = 1.6 10 19 C charge
v = n e charge on 1 electron = 1.6 10
r cos
4 C / m
163
The volume is defined as sphere of r = 2 m.
dv = r sin dr d d2 ... spherical system
Q =vol
vr 0
2 162dv
1.6 10r
r
0
2
04
cos sin dr d d
=
1.6 10 r
2 cos
sin4
14
162
0
2
0
0
2
= 1.6 10 2 2 4 1 2.56 1016 15 C
Example 2.6.6Solution : i) For origin let r = r1
E =
L
r2 0 1a r1
Point on the line is (x, 3, 5). Origin is (0, 0, 0)
Do not consider x co-ordinate as the charge is parallel
to x-axis.
r1 = (0 – 3) a y + (0 – 5) a z
= – 3 a y – 5 a z , |r 1| = 34
E = 30 10
2 34
3 5
34
9
8.854 10-12a ay z
= – 47.582 a y – 79.303 a z V/m
ii) P(5, 6, 1)
r2 = (6 – 3) a y + (1 – 5) a z = 3 a y – 4 a z , |r2 | = 5
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z = 5
z
O y = 3 y
x
Parallelto x-axis
Fig. 2.18
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E = 30 10
2 8.854 10 5
3 4
5
9
12
a ay z= 64.711 a y – 86.2823 a z V/m
Example 2.6.7
Solutino : a) The line charge is shown in the
Fig. 2.19.It is parallel to the x axis as y = 1 constant and
z = 2 constant. The line charge is infinite hence
using the standard result,
E =
L
2 r a r
To find a r , consider a point on the line charge
(x, 1, 2) while P (6, –1, 3). As the line charge is
parallel to x axis, do not consider x coordinate while finding a r .
r = 1 1 3 2 2a a a ay z y z , r = 2 1 52 2
a r = r|r|
a ay z
2
5
E =
L
122 8.854 105
2
5
24 10 2
2
9
a a a ay z y z
5
= – 172.564 a y + 86.282 a z V/m
b) Consider a point charge QA at A (–3, 4, 1).
The electric field due to QA at P (6, –1, 3) is, EA = Q
R
A
AP24
aAP
RAP = 6 3 1 4 3 1 9 5 2 a a a a a ax y z x y z , RAP = 10.488
aAP = R
R
a a aAP
AP
x y z
9 5 210.4888
EA
=
Q
10.4888 10.4888
A
24
9 5 2
a a ax y z
The total field at P is now, Et = E+ EA
The y component of total Et is to be made zero.
172.564 Q
10.4888
A3
5
4 a y = 0 i.e.
5
4
Q
10.4888
A3
= – 172.564
QA = 172.564 8.854 10 10.488812 34
5
= – 4.4311 C
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r P(6,–1,3)
1
2 –
O y
x
z
Fig. 2.19
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Example 2.6.8
Solution : The charge is shown in the Fig. 2.20.
Key Point Charge is not infinite hence basic method of
differential charge dQ must be used.
dQ = L dL = L dz
dE = dQ
4 R2 0a R =
L dz
4 R20
R
|R |
i) To find E at origin
R = – z a z , |R| = z, a R = – a z
dE =
L
o
dz( )
4 z 2a z i.e. E =
L
o4dz
z 2z 1
3
a z
E =
20 10
4
19
1
3
8.854 10 12 z z
z
a z = – 119.824 a z V/m
ii) To find E at P(4, 0, 0)
R = (4 – 0) a x + (0 – z) a z = 4 a x – z a z , |R| = 16 2 z
Example 2.6.9
Solution : The line is shown in the Fig. 2.21.
The line with x = – 3 constant and y = 4 constant
is a line parallel to z axis as z can take any value.The E at P (2, 3, 15) is to be calculated.
The charge is infinite line charge hence E can be
obtained by standard result,
E =
L
2 r a r
To find r, consider two points, one on the line
which is (–3, 4, z) while P (2, 3, 15). But as line is
parallel to z axis, E cannot have component in
a z direction hence z need not be consideredwhile calculating r.
r = 2 3 3 4 5 a a a ax y x y ... z not considered
| |r = 5 1 262 2
a r = r
r
a ax y
| |
5
26
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z
z = 3
dQ (0,0,z)
z = 1
y
x
Fig. 2.20
–34
O
P(2,3,15)
–
z
y
x
ar
r
Fig. 2.21
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E =
L
2 8.854 10
1
26
5 25 10 5
2
9a a
26
a ax y x y
12 26
= 86.42 a x 17.284 a y V/m
Example 2.6.10
Solution : The charge is shown in the Fig. 2.22.
The charge is parallel to x-axis hence E cannot have anycomponent in x direction hence do not consider x whilecalculating E.
i) E at P(0, 0, 0)
r = (0 3) (0 5) a ay z = 3 5a ay z
r = | r | 3 5 342 2
E = L0r L
02 r 2 ra r| r|
= 30 10
2 8.854 10 34
3 5
34
9
12
a ay z
47.58 a 79.3 a V my z
ii) E at P(0, 6, 1)
r = (6 3) (1 5) 3 4 , 3 a a a a |r|y z y z2 24 5
E = 30 10
2 8.854 10 5
3 4
5
9
12
a ay z
64.71 a 86.28 a V my z
iii) E at P(5, 6, 1)As E does not have any component in x direction and y, z, co-ordinates are same as in (ii)hence E also remains same as obtained in (ii).
E = 64.71 a 86.28 a V my z
Example 2.6.11
Solution : The charge is shown in the Fig. 2.23.
Key Point As charge is along z-axis, E can not have any
component in a z direction.
Do not consider z co-ordinate while calculating r . r = ( 2 0) (2 0) a ax y
= 2 2 , 4 4 8a a rx y
E =
L
0
L
02 r 2 ra
r
rr
= 40 10 2 a 2 a
2 8.854 10 8 8
9x y
12
179.754 a x 179.754 a V my
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z
x
y
(x, 3, 5)5
L = 30 nC/m
3
Parallel tox-axis
Fig. 2.22
zL = 40 nC/m
P(–2,2,8)
x
(0,0,z)
Fig. 2.23
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Example 2.6.12
Solution : Consider the charge along z-axis as shown in
the Fig. 2.24. Consider the differential charge at a
distance z.
dQ = L dl = L dz
dE =
L
02
dz
4 Ra R
R = 0 ( h 0) (0 z)a a ax y z
= h za ay z
| |R = h z| |
2 2R , a
R
R
dE =
L
0 2 2 2 2
dz
4 (h z )
h z
h z
a ay z
E =
L
0 z1
z2
2 2 3/ 2z1
z2
2 24
h dz
(h z )
z dz
(h z
a ay z
) 3/ 2
I1
I2
…(1)
I 1 =z1
z2
2 2 3/ 2
h dz
(h z )
, z = h tan , dz = h sec2 d
I 1 =z1
z2 2 2
3
h sec d
h sec 3
= 1h
z1
z2
cos d = 1h z1
z2[sin ]
= 1
hz
h z2 2 z1
z2
= 1h
z
h z
z
h z
2
222
1
212
I2 =
z1
z2
2 2 3/ 2
z dz
(h z )
, h2 + z2 = u2, 2z dz = 2u du
I2 =z1
z2
3
u du
u =
1u z1
z2=
1
h z2 2 z1
z2
=
1
h z
1
h z
1
h z
1
h z222 2
12 2
22 2
12
–
Using I1 and I2in equation (1),
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P(0, –h,0)
(0, 0, z )2
(0, 0, z )1
R
y
A
B
z
dl
x
z
(0, 0, z)
Fig. 2.24
h
zh +z2 2
Fig. 2.24 (a)
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E =
L
0
2
222
1
212
L
0 24
z
h h z
z
h h z 4
1
ha y
z
1
h z22 2
12
a V / mz
Example 2.6.13
Solution : Q = 1 C and placed betweenA(0, 0, 1) and B(0, 0, 2) m. L = 2 – 1 = 1 m
L
= Q
L =
11
= 1 C/m
Consider an elementary charge dQ at a distance
z as shown in the Fig. 2.25.
dQ = L
dz
i) For point P1(0, 0, 0),
R = za z , a R = a z| |R = z
dE = dQ
4 R02
a R =
L
02
dz
4 z( ) a z
E =z 1
z 2L
02
dz
4 z( )
a z
=
L
0z 1
2
24dz
z
a z
=
1 10
4 10
6
12 8.854
1z 1
2
a z = 8987.7424 1
2
1 a z
= – 4493.8712 a z V/m
ii) For point P2(0, 1, 1)
R = 0 (1 0) (1 z)a a ax y z , | |R = 1 (1 z)2
dE = dQ
4 R02
a R = dQ
4 R02
R
|R |
=
L
0 2
dz
4
[ + (1 z) ]
1 + (1 z)[ ( ) ]1 1 2
z
a ay z
dE = 1 10
4
6
8.854 10
dz
[1 (1 z) ]
(1 z) dz
[112 2 3/ 2
a ay z
(1 z) ]2 3 / 2
E = dE = 8987.7424z 1
2
2 3/ 2 2 3/
dz
[1 (1 z) ]
(1 z) dz
[1 (1 z) ]
a ay z2
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(0, 0, z)
(0, 0, 2)
(0, 0, 1)
P (0, 1, 1)2
P (0, 0, 0)1
y
z
x
z
B
A
dz
Fig. 2.25
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I 1 =z 1
2
2 3 / 2
dz
[1 (1 z) ]
put 1 – z = tan , – dz = sec2 d
For z = 1, = 0 and z = 2, 2 = – 45
I1 =
1
2 2
3/ 2sec d[1 ] tan 2 =
1
2
1 dsec =
1
2
dcos
I1 =
[sin ]0
45= [sin ( )]45 = + 0.7071
I2 =
z 1
2
(1 z) dz
[1 (1 z) ]2 3 / 2
put [1 + (1 – z)2] = u2
2(1 – z) (– dz) = 2u du i.e. (1 – z)dz = –u du
for z = 1, u1 = 1 and z = 2, u2 = 2
I2 =u 1
u 2
3
u du
u
=
1u 1
2
= 1
21
= – 0.2928
E = 8987.7424 [0.7071 a y – 0.2928 a z ] = 6355.2326 a y – 2631.6109 a z V/m
Example 2.6.14
Solution : The charge is shown as in the
Fig. 2.26.
Key Point If L is not distributed all along thelength then standard result can not be used. The
basic procedure is to be used.
As charge is not infinite, let us use basic
procedure of considering differential charge.
Consider the differential element dl in the z
direction hence,
dl = dz
dQ = L
dl = L
dz
dE = dQ
R
dz
4 R2L
24
a aR R
Any point on z axis is (0, 0, z) while point P at which E to be calculated is 2 0 0, , .R = 2 0 0 z z a a a ax z x z2
|R| = 2 z 4 z2 2 2 , a R = R
|R |
a ax z
2 z
4 z 2
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P(2,0,0)
xdE
– 5
5
y0R
aR
dQ
L
L
z
Fig. 2.26
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dE =
L
22 2
dz
4 z
z
4 z4
2
a ax z =
L
2 3/ 2
dz
4 z
z
4
2
a ax z
Now there is no charge between – 5 to 5 hence to find E, dE to be integrated in two zones
to – 5 and 5 to in z direction.
E =
5
5
d dE+ E
Looking at the symmetry it can be observed that z component of E produced by charge
between 5 to will cancel the z component of E produced by charge between – 5 to .Hence for integration a z component from dE can be neglected.
E =
5
5
2
4
2
4
L
2 3/ 2L
2 3/ 2
dz
4 z
dz
4 z
a ax x
Solving, E = 13 V ma xTo find cylindrical co-ordinates find the dot product of E with a ar , and a z , at point P,
referring table of dot products of unit vectors.
Er = E a a ar x r 13 13 cos E = E a a ax 13 13 sin Ez = E a a az x z 13 0At point P, x = 2, y = 0, z = 0
r = x y2 2
= 2 and tan tan
1 1
0 0
y
x
cos = 1 and sin = 0
Er = 13, E = 0, Ez = 0
Hence the cylindrical co-ordinate systems E is,
E = E E Er za a ar z = 13 a r V/m
Example 2.7.2 Kept this example for student's practice.
Example 2.8.5
Solution : Case 1 : Point charge Q 1 = 6 C at A (0, 0, 1) and P (1, 5, 2)
E1 = Q
R
Q
R
1
AP2
1
AP24 4
a R
| RAP
AP
AP
|
RAP = 1 0 5 0 2 1 a a ax y z = a a ax y z 5
| |RAP = 1 5 1 272 2 2
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E1 =
6 10
4
56
8.854 10 2712 2
a a a
27
x y z
E1 = 384.375 a x + 1921.879 a y + 384.375 a z V/mCase 2 : Line charge L along x-axis.
It is infinite hence using standard result,
E2 =
L
2 r a r =
L
2 rr
r
Consider any point on line charge i.e. (x, 0, 0) while P (1, 5, 2). But as line is along x-axis,
no component of E will be along a x direction. Hence while calculating r and a r , do not
consider x co-ordinates of the points.
r = 5 0 2 0 5 2 a a a ay z y z
| r| = 5 2 292 2
E2 =
L
2 8.854
29
5 2 180 10 5 2
1
9a a
29
a a
2
y z y z
0 2912
= 557.859 a y + 223.144 a z V/m
Case 3 : Surface charge S over theplane z = – 1. The plane is parallel to xyplane and normal direction to the planeis a an z , as point P is above theplane. At all the points above z = – 1plane the E is constant along a zdirection.
E3 =
S
2 a n
= 25 10
2 8.854 10
9
12
a z
= 1411.7913 a z V/m
Hence the net E at point P is,E = E E E1 2 3
= 384.375 a x + 1921.879 a y + 384.375 a z + 557.859 a y + 223.144 a z + 1411.7913 a z
= 384.375 a x + 2479.738 a y + 2019.3103 a z V/m
Example 2.8.6
Solution : The sheet of charge is shown in the Fig. 2.28.
Consider the differential area dS carrying the charge dQ. The normal direction to dS is a zhence dS r dr dz .
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z
x
yaz
S
P(1, 5, 2)
Fig. 2.27
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dQ = S dS = S r dr d = 10 4
r
r dr d
dQ = 10 4 dr d
dE = 10 4 dr d
4 R2
a R
Consider R as shown in the Fig. 2.29, which has
two components in cylindrical system,
1. The component along a r having radiusr i.e. r a r .
2. The component z = 3 along a z i.e. 3 a z .
R = r a ar z3
|R| = r 3 r 92 2 2
a R = R
|R |
a ar z
r
r 923
dE = 10 34
dr d
4 r 9
r
r 922 2
a ar z
It can be seen that due to symmetry about
z-axis, all radial components will cancel each
other. Hence there will not be any component
of E along a r . So in integration a r need not beconsidered.
E =
0 0
4 4103
r 2 3/ 2
dr d
4 r 9
a z
As there is no r dr in the numerator, use
r = 3 tan , dr = 3 sec2 d
For r = 0, = 0For r = 4, = tan– /1 4 3
...Change of limits
E =
0 0
4 2
2 3 2
10 3
4 9
3sec
tan/
d da z
E =
0 0
2 2
2 3 21
299.5914 10 d d3 sec
tan/
a z
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R
aRr = 4 O
P(0, 0, 3)
S
dS
y
x
Fig. 2.28
R
O
P(0, 0, 3)3
y
x –ar
az
r
Fig. 2.29
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=
0 0
299.5914 10d d
3
sec a z =
0 1 0
2
299.5914 10 d d3 cos a z
= 299.5914 10 3 02
0
sin a z ... Separating variables
= 1.8823 10 6 sin a z ... sin 0º = 0
Now = tan1 4
3 i.e. tan
43
sin = 45
= 0.8
E = 1.8823 10 0.86 a z
= 1.5059 10 6 a z V/m
= 1.5059 a z MV/mExample 2.8.7
Solution : The sheet is shown in the Fig. 2.31.
The point P is on the back side of the plane.
The normal to the plane in the direction of P is a x .
a n = a x
EP =
S
0
12
1225 10
2 8.854 10
( )a an x
EP = – 0.2823 a x V/m
Example 2.8.8
Solution : Q = 100 C, r = 10 cm = 0.1 m, area = r 2 = 0.03141 m2
S = Qarea
= 100 10
0.03141
– 6= 3.1831 10 m– 3 2 C
The disc is shown in the Fig. 2.32.
Consider differential surface area dS.
Using cylindrical system,dS = r dr d, R = – r zr za a
a R = – r a za
r z
r z
2 2
Key Point All radial components of E
at P will cancel each other due to
symmetry.
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4
3
2
4 +3= 5
2 2
Fig. 2.30
– ax
x
O y
z
P (–5, 0, 0)
S = 5 pC/m2
Sheetat x = 0
Fig. 2.31
z
y
x
R
P
z
r
ds
P
Rzaz
– r a r
0
(a) (b)
Fig. 2.32
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E =S
dQ
4 R02
a R
=
0 0 02 2 2 2
[r dr d
4 [r + z ]
z
r z
2 0 1
r
S. ] a z =
S
r
z
4r dr d
[r + z ]0 0 02 2 3/ 2
2 0 1.
a z
Use r z u2 2 2 i.e. r dr = u du
Limits : r = 0, u z1 and r = 0.1, u 2 012 2. z
E =
S
u
uz
4u du d
u0 03
2
1
2
a z =
S
z
u4 0 u 1
u 2[ ] –
02 1
a z
=
S
z
u u4 0
2 1 1
1 2– a z
Using z = 20 cm = 0.2 m, u 1 = 0.2 and u 2 = 0.05 = 0.2236
E = 3.1831 10 0.2
4 8.854 10
10.2
– 1
0.2236
– 3
–12
2 a z = 18.9723 a z MV/m
Example 2.8.9
Solution : The plane is shown in the Fig. 2.33
Consider the differential surface area dS carrying
charge dQ.
dQ = S dS where dS = dxdy
dQ = 2 x y 92 2 3/2 dx dy nC
dE = dQ
4 Ro2
a R
R = 0 – x 0 – y 0 – –3a a ax y z
R = –x – y 3a a ax y z ,
| | = x y 92 2R , a R = RR| |
dE =
2 x y 9 dx dy
4 x y 9
–x – y 3
x y
2 2 3/ 2
o2 2 2 2
a a ax y z
910 9–
Due to symmetrical distribution, x and y components of dE will cancel each other and
only z component will exist.
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z
y
x
O
P Q (2,2,–3)
S(–2, 2, –3)
R
z = –3 plane
(2,–2,–3)
dS
Fig. 2.33
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dE = 6 10
4 dx dy
–9
o
a z
E = 6 104
dx dy 6 10
4 [x]
–9
ox – 2
2
y = –2
2 –9
o –
a z 2
2–22[y] a z = 862.82 a z V/m.
Example 2.8.10
Solution : The sheets are shown in the
Fig. 2.34.
E =
S
2 0a N
i) PA = (2, 5, – 5)
It is below the plane z = – 4.
Hence a N for this point due to all the
sheets is –a z .
Et =
S1 S2 S3
2 2 20 0 0–a –a –az z z = –56.47 a z V/m
ii) PB = (4, 2, –3)
It is above z = – 4 and below other two plane. Hence a aN z for S1 and –a z for S2and S3 .
Et
=
3 10
2
6 10
2
8 10
2
9
0
9
0
9
0
– – ––
a –a –a
z z z = 282.358 a
z V/m
iii) PC = (–1, –5, 2)
It is above z = 1 and below z = 4. Hence a N = a z for S1 and S2 while –a z for S3 .
Et =
3 102
6 102
8 10