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TORSION
A SEMINAR ON
SHREE SAD VIDYA MANDAL
INSTITUTE OF TECHNOLOGY
BHARUCH
CIVIL ENGINEERING DEPARTMENT
SUB : MECHANICS OF SOLIDS
PREPARED BY
PATEL MOHAMMED ASFAK
(140453106007)
PATEL NIRMAL
(140453106009)
RANA SAMIR
(140453106013)
RANA HETAL
(140453106012)
YADAV DIVYA
(140453106016)
GUIDED BY :
ER. N.P.SONI
8/17/2
015
1
TORSION OF CIRCULAR SHAFT
 TORQUE OR TURNING MOMENT OR TWISTING MOMENT :-
 In factories and workshops, shafts is used to transmit energy from one
end to other end.
 To transmit the energy, a turning force is applied either to the rim of a
pulley, keyed to the shafts, or to any other suitable point at some
distance from the axis of the shaft.
 The moment of couple acting on the shaft is called torque or turning
moment or twisting moment.
Torque = turning force x diameter of shaft
T = F x 2R
where :
T=Torque
F=Turning force
S=Radius of the shaft
Unit of Torque(T) is N.mm or kN.mm
R
F
F
ANGLE OF TWIST (θ)
 When the shaft is subjected to Torque (T),point A on the
surface of the shaft comes to A’ position. The angle AOA’ at
the centre of the shaft is called the angle of twist.
 ∠AOA’= θ =Angle of twist
 Angle of twist is measured in radians.
A’
o
A
SHEAR STRESS IN SHAFT:(τ)
 When a shaft is subjected to equals and opposite end
couples, whose axes coincide with the axis of the shaft, the
shaft is said to be in pure torsion and at any point in the
section of the shaft stress will be induced.
 That stress is called shear stress in shaft.
STRENGTH OF SHAFTS
Maximum torque or power the shaft can transmit from one
pulley to another, is called strength of shaft.
(a) For solid circular shafts:
Maximum torque (T)is given by :
where, D = dia. of the shaft
τ=shear stress in the shaft
3
16
D
T 

 

(B) for hollow circular shaft
maximum torque (t) is given by.
Where, d= outer dia of shaft
d=inner dia of shaft.
D
d
D
T
4
4
16



 

ASSUMPTION IN THE THEORY OF TORSION:
 The following assumptions are made while finding out
shear stress in a circular shaft subjected to torsion.
1) The material of shaft is uniform throughout the length.
2) The twist along the shaft is uniform.
3) The shaft is of uniform circular section throughout the
length.
4) Cross section of the shaft, which are plane before twist
remain plain after twist.
5) All radii which are straight before twist remain straight
after twist.
POLLAR MOMENT OF INERTIA : (J)
 The moment of inertia of a plane area, with respect to an
axis perpendicular to the plane of the figure is called polar
moment of inertia.
 As per the perpendicular axis theorem.
J
I
I
I YY
XX
ZZ 


4
4
64
64
D
D 





4
32
D
J 


THEORY OF TORSION AND TORSION EQUATION
 Consider a shaft fixed at one end
subjected to torque at the other end.
Let T= Torque
l= length of the shaft
R=Radius of the shaft
 As a result of torque every cross-section
of the shaft will be subjected to shear
stress.
 Line CA on the surface of the shaft will
be deform to CA’ and OA to OA’, as shown
in figure.
 Let, ∠ACA’=shear strain
 ∠AOA’=angle of twist
TORSION RIGIDITY
 Let twisting moment Produce a twist radians in length L.
 for given shaft the twist is therefore proportional to the
twisting moment T.
 In a beam the bending moment produce deflection, in the
same manner a torque produces a twist in shaft .
 The quantity CJ stands for the torque required to produce a
twist of 1 radian per unit of the shaft.
 The quantity CJ corresponding to a similar EI, in expression
for deflection of beams, EI is known as flexure rigidity.
L
C
J
T 
.

EXAMPLE FOR SHAFT
EXAMPLE 1:-
Calculate diameter of shaft to transmit 10 KW at a speed of 15 Hz. The
maximum shear stress should not exceed 60 mpa.
P = 10 kw
N = 15 Hz = 15 cycles/sec
= 15 x 60 rpm
= 900 rpm
τ= 60 Mpa
60
T
N
2
P


60
T
900
2
10
10 3 




T = 106.10 N.m
now,
D = 20.80 mm
3
16
T D


 

3
3
60
16
10
10
.
106 D





0
.
9006
3

D
EXAMPLE 2:-
A haft of 60 mm diameter rotates with 180 rpm. If permissible shear
stress is 100 Mpa, find torque and power in KW.
Solution:-
D = 60 mm
N = 180rpm
Τ = 100 Mpa
3
D
16


 

T
3
60
100
16




T = 4240 N.mm
Now,
= 79922.11watt
P = 79.92 Kw
60
4240
180
2
P




60
T
N
2
P


EXAMPLE NO:- 3
External and internal diameter of a propeller shaft are 400mm and
200mm respectively. Find maximum shear stress developed in the cross
section when a twisting moment of 50kn.M is applied. Take modulus of
rigidity .if span of shaft is 4m,also find twisting angle
of shaft.
Solution:
D = 400mm
D = 200mm
T = 50 KN.m
L = 4m
2
3
N/mm
10
8
.
0
C 

Now,
∴ θ = 0.00106 radians
D
d
D
T
4
4
16



 

400
200
400
16
10
50
4
4
6 



 

2
N/mm
24
.
4


l
C


R
mm
D
R 200
2
400
2



EXAMPLE-4 :-
Calculate the diameter of the shaft required to transmit 45 kw at 120
rpm. The maximum torque is likely to exceed the mean by 30% for a
maximum permissible shear stress of 55 .Calculate also the
angle of twist for a length of 2m .
Solution :
P = 45 Kw
N = 120rpm
τ = 55
2
N/mm
2
N/mm
60
120
2
10
45 3 T





60
T
N
2
P




∴ T =3580.98 N.m
= 1.30 x 3580.98
= 4655.28 N.m
= 465528 N.mm
D = 75.54 mm
min
max T
30
.
1
T 

3
3
55
16
10
4655.28 D





3
max D
16
T 

 

Now using the relation
θ = 0.0364 radians
l
C


R
77
.
37
55
2000
10
80 3


 
EXAMPLE 5 :-
A shaft has to transmit 105 kw power at 160 rpm. If the shear stress
is not to exceed & the twist in a length of 3.5 m must not to
exceed 1 degree. Find suitable diameter. Take
P = 105 kw
N = 160 rpm
τ=
L = 3500 mm
Now,
2
N/mm
65
N.mm
10
6266.72
T 3


2
N/mm
65
2
4
N/mm
10
8
G 

60
T
N
2
P


60
T
160
2
10
105 3 




1) For strength
D = 78.89 mm
N.mm
10
6266.72
T 3


3
D
16


 

T
3
3
65
16
10
72
.
6266 D





2) For stiffness
∴
Now,
D = 112.55 mm
l

C
J
T

3500
0174
.
0
10
8
J
10
72
.
6266 4
3




4
6
mm
10
15.756
J 

4
D
32
J 


4
6
32
10
15.756 D




EXAMOLE 6 :-
A solid shaft ABC is fixed at A and free at C and torque of 900 N.m is
applied at B. The length of BC is 2m and that of BC is 1m. The diameter
of AB is 40mm and that of BC is 20mm. If the shaft is made up of same
material, find the angle of twisty in radius at the free end C.
Solution :
As per given data,
twist will occur in the shaft AB and there will be zero twist in shaft BC.
The torque will act only on part AB.
N.mm
10
900
T
mm
1000
mm
2000
mm
20
d
mm
40
d
3
B
2
1
2
1






l
l
N.mm
10
600
T 3


We know that,
θ = 0.0896 radians twist at part B.
l

C
J
T

4
6
4
mm
10
251
.
0
40
32
J





2000
10
80
10
251
.
0
10
900 3
6
3






radians
0896
.
0

 C
B 

SHAFT COUPLING
When length of shaft required is very large, due to non availability of a
single shaft of required length, it becomes necessary to connect two
shafts together. This is usually done by means of flanged coupling as
shown below
- The flange of two shafts are joined together by bolts nuts or rivets and
the torque is then transferred from one shaft to another through the
couplings.
- As the torque is transferred through the bolts, will be subjected to shear
stress. As the diameter of bolts is small, as compared to the diameter of
the flange therefore shear stress is assumed to be uniform in the bolts.
1) Design of bolts :
We know that torque transmitted by the shaft,
Where, τ= shear stress in shaft
d = diameter of shaft
Now,
Torque rested by one bolt,
= ( area x shear stress ) x radius of bolt circle
3
D
16
T 

 

Where
∴ total torque resisted by n bolts
-------------- (2)
From equation (1) and (2)
D
db
4
2
D
db
4
R
db
4
2
b
2
b
2












b






D
db
n b
2




 

D
db
8
n
d
16
b
2
3






 



DESIGN OF KEYS
A flange is attached to the shaft by means of a key. A rectangle
notch is cut on the circumference of the shaft and a similar notch is cut
on the inner side of the flange. The flange is then placed over the shaft
in such a way that the two notches from a rectangular hole. A
rectangular key is then inserted in to the hole and the flange is said to
be keyed to the shaft.
Torque is transmitted by the shaft to flange through the key. Key is
subjected to the shear stress.
KEY
SHAFT
FLANGE
EXAMPLE OF KEYS
EXAMPLE -7:-
A flanged coupling connecting two lengths of solid circular shaft has
6 nos of 20 mm diameter bolts equally spaced along a pitch circle of 240
mm diameter. Determine the shaft if the average shear stress in the
bolts is to be the same as maximum shear stress in the shaft.
Solution :
n = 6 Nos
d = 20 mm
D = 240 mm
We know that,
Torque transmitted by shaft = Torque resisted by bolt

 
b
Now,
shafty
of
dia
mm
104.82
d
240
20
8
6
d
16
D
db
8
n
d
16
2
3
2
3

























b
EXAMPLE -8 :-
The shaft each of 100 mm diameter are to be connected to the end by a
bolted coupling. If the maximum shear stress in the shaft is 80 Mpa and in
the bolts is 70 Mpa , find the number of 20 mm diameter bolts required for
the coupling. Take diameter of bolt circle as 200 mm.
Solution :
We know that,
Torque transmitted by the shaft = torque rested by the bolt
200mm
D
mm
20
d
N/mm
70
80N/mm
100mm
d
b
2
2





b


Now,
Bolt
Nos
8
n
Say
Nos.
7.143
n
200
70
20
8
n
100
80
16
D
db
8
n
d
16
2
3
2
3























b
EXAMPLE OF DESIGN OF SHAFT
EXAMPLE – 9 :-
A shaft 100 in diameter is transmitted torque of 6000 N.m by means
of key 200 mm long and 25 mm wide. Find the stress developed in
shaft.
d= 100 mm
T = 6000 N.m
L = 200 mm
τ = shear stress in shaft
2
6
3
N/mm
56
.
30
50
10
817
.
9
10
6000
R
J
T








mm
50
2
100
R
10
817
.
9
J
100
32
d
32
J
6
4
4










Example -10 :-
Two shaft of diameter 50 mm are joined by a rigid flange coupling
and transmit a torque in such a way that the shear stress in shaft does
not exceed . If six bolt are used to join the flange and the bolt
circle is 150 mm in diameter. Determine the diameter of the bolt if the
permitted shear stress in the bolt is . .
Solution :
d= 50mm
τ=
n= 6 Nos
D = 150 mm
We know that,
Torque transmitted by the shaft = Torque resisted by bolts.
2
N/mm
80

b

2
N/mm
100
2
N/mm
100
2
N/mm
80

b

Now,
bolt.
of
a
mm......di
32
.
9
d
150
80
db
8
6
50
100
16
D
db
8
n
d
16
b
2
3
2
3





















b
TORSION VEDIO
Torsion-mmmmm-84739392727363638393999909

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Torsion-mmmmm-84739392727363638393999909

  • 1. TORSION A SEMINAR ON SHREE SAD VIDYA MANDAL INSTITUTE OF TECHNOLOGY BHARUCH CIVIL ENGINEERING DEPARTMENT SUB : MECHANICS OF SOLIDS PREPARED BY PATEL MOHAMMED ASFAK (140453106007) PATEL NIRMAL (140453106009) RANA SAMIR (140453106013) RANA HETAL (140453106012) YADAV DIVYA (140453106016) GUIDED BY : ER. N.P.SONI 8/17/2 015 1
  • 2. TORSION OF CIRCULAR SHAFT  TORQUE OR TURNING MOMENT OR TWISTING MOMENT :-  In factories and workshops, shafts is used to transmit energy from one end to other end.  To transmit the energy, a turning force is applied either to the rim of a pulley, keyed to the shafts, or to any other suitable point at some distance from the axis of the shaft.  The moment of couple acting on the shaft is called torque or turning moment or twisting moment.
  • 3. Torque = turning force x diameter of shaft T = F x 2R where : T=Torque F=Turning force S=Radius of the shaft Unit of Torque(T) is N.mm or kN.mm R F F
  • 4. ANGLE OF TWIST (θ)  When the shaft is subjected to Torque (T),point A on the surface of the shaft comes to A’ position. The angle AOA’ at the centre of the shaft is called the angle of twist.  ∠AOA’= θ =Angle of twist  Angle of twist is measured in radians. A’ o A
  • 5. SHEAR STRESS IN SHAFT:(τ)  When a shaft is subjected to equals and opposite end couples, whose axes coincide with the axis of the shaft, the shaft is said to be in pure torsion and at any point in the section of the shaft stress will be induced.  That stress is called shear stress in shaft.
  • 6. STRENGTH OF SHAFTS Maximum torque or power the shaft can transmit from one pulley to another, is called strength of shaft. (a) For solid circular shafts: Maximum torque (T)is given by : where, D = dia. of the shaft τ=shear stress in the shaft 3 16 D T     
  • 7. (B) for hollow circular shaft maximum torque (t) is given by. Where, d= outer dia of shaft d=inner dia of shaft. D d D T 4 4 16      
  • 8. ASSUMPTION IN THE THEORY OF TORSION:  The following assumptions are made while finding out shear stress in a circular shaft subjected to torsion. 1) The material of shaft is uniform throughout the length. 2) The twist along the shaft is uniform. 3) The shaft is of uniform circular section throughout the length. 4) Cross section of the shaft, which are plane before twist remain plain after twist. 5) All radii which are straight before twist remain straight after twist.
  • 9. POLLAR MOMENT OF INERTIA : (J)  The moment of inertia of a plane area, with respect to an axis perpendicular to the plane of the figure is called polar moment of inertia.  As per the perpendicular axis theorem. J I I I YY XX ZZ    4 4 64 64 D D       4 32 D J   
  • 10. THEORY OF TORSION AND TORSION EQUATION  Consider a shaft fixed at one end subjected to torque at the other end. Let T= Torque l= length of the shaft R=Radius of the shaft  As a result of torque every cross-section of the shaft will be subjected to shear stress.  Line CA on the surface of the shaft will be deform to CA’ and OA to OA’, as shown in figure.  Let, ∠ACA’=shear strain  ∠AOA’=angle of twist
  • 11. TORSION RIGIDITY  Let twisting moment Produce a twist radians in length L.  for given shaft the twist is therefore proportional to the twisting moment T.  In a beam the bending moment produce deflection, in the same manner a torque produces a twist in shaft .  The quantity CJ stands for the torque required to produce a twist of 1 radian per unit of the shaft.  The quantity CJ corresponding to a similar EI, in expression for deflection of beams, EI is known as flexure rigidity. L C J T  . 
  • 12. EXAMPLE FOR SHAFT EXAMPLE 1:- Calculate diameter of shaft to transmit 10 KW at a speed of 15 Hz. The maximum shear stress should not exceed 60 mpa. P = 10 kw N = 15 Hz = 15 cycles/sec = 15 x 60 rpm = 900 rpm τ= 60 Mpa 60 T N 2 P   60 T 900 2 10 10 3     
  • 13. T = 106.10 N.m now, D = 20.80 mm 3 16 T D      3 3 60 16 10 10 . 106 D      0 . 9006 3  D
  • 14. EXAMPLE 2:- A haft of 60 mm diameter rotates with 180 rpm. If permissible shear stress is 100 Mpa, find torque and power in KW. Solution:- D = 60 mm N = 180rpm Τ = 100 Mpa 3 D 16      T 3 60 100 16     T = 4240 N.mm
  • 15. Now, = 79922.11watt P = 79.92 Kw 60 4240 180 2 P     60 T N 2 P  
  • 16. EXAMPLE NO:- 3 External and internal diameter of a propeller shaft are 400mm and 200mm respectively. Find maximum shear stress developed in the cross section when a twisting moment of 50kn.M is applied. Take modulus of rigidity .if span of shaft is 4m,also find twisting angle of shaft. Solution: D = 400mm D = 200mm T = 50 KN.m L = 4m 2 3 N/mm 10 8 . 0 C  
  • 17. Now, ∴ θ = 0.00106 radians D d D T 4 4 16       400 200 400 16 10 50 4 4 6        2 N/mm 24 . 4   l C   R mm D R 200 2 400 2   
  • 18. EXAMPLE-4 :- Calculate the diameter of the shaft required to transmit 45 kw at 120 rpm. The maximum torque is likely to exceed the mean by 30% for a maximum permissible shear stress of 55 .Calculate also the angle of twist for a length of 2m . Solution : P = 45 Kw N = 120rpm τ = 55 2 N/mm 2 N/mm 60 120 2 10 45 3 T      60 T N 2 P    
  • 19. ∴ T =3580.98 N.m = 1.30 x 3580.98 = 4655.28 N.m = 465528 N.mm D = 75.54 mm min max T 30 . 1 T   3 3 55 16 10 4655.28 D      3 max D 16 T     
  • 20. Now using the relation θ = 0.0364 radians l C   R 77 . 37 55 2000 10 80 3    
  • 21. EXAMPLE 5 :- A shaft has to transmit 105 kw power at 160 rpm. If the shear stress is not to exceed & the twist in a length of 3.5 m must not to exceed 1 degree. Find suitable diameter. Take P = 105 kw N = 160 rpm τ= L = 3500 mm Now, 2 N/mm 65 N.mm 10 6266.72 T 3   2 N/mm 65 2 4 N/mm 10 8 G   60 T N 2 P   60 T 160 2 10 105 3     
  • 22. 1) For strength D = 78.89 mm N.mm 10 6266.72 T 3   3 D 16      T 3 3 65 16 10 72 . 6266 D     
  • 23. 2) For stiffness ∴ Now, D = 112.55 mm l  C J T  3500 0174 . 0 10 8 J 10 72 . 6266 4 3     4 6 mm 10 15.756 J   4 D 32 J    4 6 32 10 15.756 D    
  • 24. EXAMOLE 6 :- A solid shaft ABC is fixed at A and free at C and torque of 900 N.m is applied at B. The length of BC is 2m and that of BC is 1m. The diameter of AB is 40mm and that of BC is 20mm. If the shaft is made up of same material, find the angle of twisty in radius at the free end C. Solution : As per given data, twist will occur in the shaft AB and there will be zero twist in shaft BC. The torque will act only on part AB. N.mm 10 900 T mm 1000 mm 2000 mm 20 d mm 40 d 3 B 2 1 2 1       l l N.mm 10 600 T 3  
  • 25. We know that, θ = 0.0896 radians twist at part B. l  C J T  4 6 4 mm 10 251 . 0 40 32 J      2000 10 80 10 251 . 0 10 900 3 6 3       radians 0896 . 0   C B  
  • 26. SHAFT COUPLING When length of shaft required is very large, due to non availability of a single shaft of required length, it becomes necessary to connect two shafts together. This is usually done by means of flanged coupling as shown below - The flange of two shafts are joined together by bolts nuts or rivets and the torque is then transferred from one shaft to another through the couplings.
  • 27. - As the torque is transferred through the bolts, will be subjected to shear stress. As the diameter of bolts is small, as compared to the diameter of the flange therefore shear stress is assumed to be uniform in the bolts. 1) Design of bolts : We know that torque transmitted by the shaft, Where, τ= shear stress in shaft d = diameter of shaft Now, Torque rested by one bolt, = ( area x shear stress ) x radius of bolt circle 3 D 16 T     
  • 28. Where ∴ total torque resisted by n bolts -------------- (2) From equation (1) and (2) D db 4 2 D db 4 R db 4 2 b 2 b 2             b       D db n b 2        D db 8 n d 16 b 2 3           
  • 29. DESIGN OF KEYS A flange is attached to the shaft by means of a key. A rectangle notch is cut on the circumference of the shaft and a similar notch is cut on the inner side of the flange. The flange is then placed over the shaft in such a way that the two notches from a rectangular hole. A rectangular key is then inserted in to the hole and the flange is said to be keyed to the shaft. Torque is transmitted by the shaft to flange through the key. Key is subjected to the shear stress. KEY SHAFT FLANGE
  • 30. EXAMPLE OF KEYS EXAMPLE -7:- A flanged coupling connecting two lengths of solid circular shaft has 6 nos of 20 mm diameter bolts equally spaced along a pitch circle of 240 mm diameter. Determine the shaft if the average shear stress in the bolts is to be the same as maximum shear stress in the shaft. Solution : n = 6 Nos d = 20 mm D = 240 mm We know that, Torque transmitted by shaft = Torque resisted by bolt    b
  • 32. EXAMPLE -8 :- The shaft each of 100 mm diameter are to be connected to the end by a bolted coupling. If the maximum shear stress in the shaft is 80 Mpa and in the bolts is 70 Mpa , find the number of 20 mm diameter bolts required for the coupling. Take diameter of bolt circle as 200 mm. Solution : We know that, Torque transmitted by the shaft = torque rested by the bolt 200mm D mm 20 d N/mm 70 80N/mm 100mm d b 2 2      b  
  • 34. EXAMPLE OF DESIGN OF SHAFT EXAMPLE – 9 :- A shaft 100 in diameter is transmitted torque of 6000 N.m by means of key 200 mm long and 25 mm wide. Find the stress developed in shaft. d= 100 mm T = 6000 N.m L = 200 mm τ = shear stress in shaft 2 6 3 N/mm 56 . 30 50 10 817 . 9 10 6000 R J T         mm 50 2 100 R 10 817 . 9 J 100 32 d 32 J 6 4 4          
  • 35. Example -10 :- Two shaft of diameter 50 mm are joined by a rigid flange coupling and transmit a torque in such a way that the shear stress in shaft does not exceed . If six bolt are used to join the flange and the bolt circle is 150 mm in diameter. Determine the diameter of the bolt if the permitted shear stress in the bolt is . . Solution : d= 50mm τ= n= 6 Nos D = 150 mm We know that, Torque transmitted by the shaft = Torque resisted by bolts. 2 N/mm 80  b  2 N/mm 100 2 N/mm 100 2 N/mm 80  b 