0 ratings0% found this document useful (0 votes) 477 views61 pagesShafting
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content,
claim it here.
Available Formats
Download as PDF or read online on Scribd
Chapter 4
Shaft Design
Objectives: At the end of this chapter, the students/ readers shoulg
be able to:
1. Define shaft;
2. Derive formulas and apply it in solving problems; and
3. Practice exam in the multiple choice test to Master
the usual questions and problems in the licensure
examination.
Shaft is a rotating or stationary member having a Circular cross
section much smaller in diameter than the shaft length and having
mounted on it such power-transmitting elements as pulleys, gears,
belts, chains cams, flywheels, cranks, sprockets, and rolling element
bearings. Shaft could be main shaft, line shaft, transmission shaft,
machine shaft and other similar form.
Main Shaft is the shaft receiving its power from the engine or
motor and transmitting power to other parts.
Line Shaft is a shaft used to transmit power from a central
source to individual machines.
Transmission Shaft is the shaft transmitting power between
the source and the machines absorbing the power.
328machine Shaft is the shaft used as an integral part of th
I
tre itself.
axle is a stationary member of primaril i
nee pulleys and wheels rotating on it. Me eee
vi
Countershaft is a secondary shaft that is dri
; it is driven by i
wt and from which power is supplied to a machine part. ees
vo as spindle.
shaft is 2 countershaft, especially when used ili
ween two other shafts. as an auxiliary shaft
ead shaft is the shaft driven by a chain and mounted at the delive
end of chain conveyor. It serves as the mount for a sprocket which
gives the drag chain. ic
Formula:
1. For Main Power Transmitting Shafts
Where: P = power transmitted
D = shaft diameter
N rotative speed
80 = constant value
3292. For Line Shafts Carrying pulley
Where: P = power transmitteg
D = shaft diameter
N = rotative speed
53.5= constant value
Small, Short Shafts and Counter Shafts
3. Fol
Where: P= power transmitteg
D shaft diameter
N = rotative speed
38 = constant value
4, Power Transmitted
Where: P = power transmitteg
N = rotative speed
P= 2nTN T = torque
5. Twisting moment for shafts of any cross section
Where: T = torque transmitted
S; = torsional shear stress
Zp = polar section modulus
6. Torque transmitted for solid circular shaft
Where:T = torque transmitted
D = shaft diameter
Ss; = torsional shear stress
5.1 = constant value
7. Pure Torsional Shear Stress (Solid)
Where: T = torque transmitted
D = shaft diameter
Ss = _ torsional shear stress
J = polar moment of
inertia
c = distance from the neutrd
axis to the outer most
fiber
8. Pure Flexural or Bending Stress (Solid)
330ee _|
Where: M =
Mc_32M
Seige
bending moment
distance from the
neutral axis to the outer
Most fiber
shaft diameter
rectangular moment of
inertia
= flexural or bending
stress
cos
D =
1
9
¢_ pure Torsional Stress (Hollow)
Where: T = twisting moment
D, = outside diameter
D, = inside diameter
S. = torsional stress
10. Pure Flexural or Bending Stress (Hollow)
Where: M = bending moment
D, = outside diameter
D) = inside diameter
S; = torsional stress
Sy = flexural or bending
stress
11, Combined Torsion and bending Stress
Where:
M_ = bending moment
D_ = shaft diameter
Stmax= maximum tensile
stress
Semax= maximum shearing
stress
T = twisting moment
12. Combined Torsion and Bending Considering Shock and Fatigue
Factors
331in etKs7? |
16 [x M+
= m
Sw 93
Ssmax
a KT
16 M)2+(KsT)
18k y+(Ks:
xD
bending moment
ee 5 shaft diameter
Sima = maximum tensile stress
Serax * maximum shearing stress
T = twisting moment
Kn = numerical combined shock and fatig
factor to be applied in every case to the
computed bending moment
kK, = numerical combined shock and fatigue
factor to be applied in every case to the
computed torsional moment
Shock And Fatigue Factors For Shafts
Nature of Loading k Ka
Stationary Shafts
Gradually Applied loads 1.0 Lo
Suddenly Applied Loads 15-20 | 15-20]
Rotating Shafts
Gradually Applied or Steady Loads 15 1.0
Suddenly Applied Loads Minor Shock Only 15-2.0 | 15-20
Suddenly Applied Loads, Heavy Shocks 2.0-3.0 | 15-30
13. Vertical Shear
Where: V = vertical load
A cross-sectional area
D = diameter
“14. Angular Deformation (Solid shaft)
332Where: 9
oora
gular Deformation (Hollow Shaft)
isan
Where:
Qo
T
L
De
D,
G
angular deformation
torque
length
diameter
Modulus of elasticity
angular deformation
torque
length
Outside diameter
inside diameter
Modulus of elasticity
Standard Sizes of Transmission Shafts,
ty 11. 15. 3,
15 3 ile, tein, |. 28in, eA
[Sp Wein. 16 | 6 n, igi a6 in
ht | ots, in. | 318i, aZin. | 438
6 | 746!" | 355 16 te | Aagin
| in.
a 1, 1,
— 5— in. 6— in. 7 in.
| 16 2 Tin. 2 Bin,
| in,Test 36
Choose the correct answer j
rin the probl
check your answers whether you Be crerieerie ae
and then answer it again until you master it. Ne
ipstrvction®
, ME Bese ieee 2003
A torque 0! foot-pounds is applied to one end of it
ical shaft fastened a a solid
pula a caskio it the other end. The maximum shearing
‘A. 2500 psi
g. 3500 psi
c.{3000 psi
p, 3842 psi
1, MEBoard April 2003
Achromium SAE 4340 steel 6 in. diameter by 24 in. long shafting
weight is 87.3 kgs. How about the weight in Ibs of an AISI 1030
steel shaft on the same dimension?
A. 173.5 lbs
B, 182.3 Ibs
C. 192.5 Ibs
D. 217.5 Ibs
3. ME Board April 2003 i
Determine the power transmitted by a main power transmitting
steel shaft with 2 7/8 inches in outside diameter. SAE 1040 driving
conveyor head pulleys at a shaft speed of 150 rpm.
A. 45hp
B. 50hp
C. 55hp
D. 60hp
4. ME Board April 2003
Design the safe diameter fo!
transmit 30 hp at a shaft speed of 180 rpm.
A. 2.25
a power transmitting shaft to
337e
2
B. 2.50
C. 3.25
D. 2.38
il 2003
Me emul Pe the diameter in millimeters of a maj
at We
transmitting steel shaft SAE 1040 to transmit 100 KW at boone
A. 67
B. 47
iG 76
D. 56
ME Board April 2003
Find the diameter of a main power transmitting shaft in mm t,
transmit 100 kw at 400 rpm.
A. 48
B. 67
Cc. 76
D. 84
ME Board October 2002
What power in watt would a short shaft 40 mm in diameter
transmit a 300 rpm.
A. 23,132
B. 13,880
Cc. 12,400
D. 27,750
ME Board October 2002
Compute the outside diameter in mm of a main power
transmitting SAE low carbon steel shaft to transmit 200 kw at 800
rpm?
A. 87
B. 97
C. 67
Di 77
ME Board October 2002
Compute for the diameter of a line shaft to transmit 25 hp in@
speed of 225 rpm design stress is 6 ksi.
33847/8in
2,00 in
15/8 in
0. 1,00 in
Board October 2002
sr rermine the diameter in inches of i
mse ane @ SAE 140 steel line shaft to
a, 1.25
g 175
¢. 2.00
p. 1.50
ME Board October 2002
compute for the diameter of a shaft to transmit 15 hp at 120 rpm
with a torsional deflection not to exceed 0.80 deg ft length shaft is
Aft.
A. 3.60in.
g, 2.75 in.
¢. 345in
p. 2.25in $
1. ME Board April 2002
Compute for the diameter of a steel long shaft to transmit 15 Kp
at 120 rpm. The allowable torsional deflection limit is 0.08/foot of
length.
A 2.25
8, 2.75
Cc. 3.00
D. 3.25
13, ME Board April 2002
Compute for the power transmitted by a journal shaft 55 mm in
diameter at a speed of 360.
A 59
8 65
CG 72
0. 79
339ril 2002
ee eae diameter in millimeters of a mai a
0) . 1,
' | shaft to transmit 100 kw a ey
transmitting SAE 1010 steel it 800 Dm,
A, 41
B. 51
Cc 61
Di 7i
. ME Board April 2002 Ne
15. What will be the ultimate length of a S-inth diameter steg]
isti Shaft
subjected to 28,000 in-Ib twisting moment to reach the makings
allowable angular deflection 0.08 degree/ft. length. Use torsion
modulus of elasticity of 12 x 10 Ib/in*.
A. 31.2in.
B. Sft
Cc. 36.7in
D. 48.7 in.
16. ME Board April 2002
If the weight of %” X 4” x 8’ plain carbon steel is 652 Ibs, what wil
be the weight of a high chrome abrasion resistant steel of same
size in kgs?
A. 513
* B, 592
Cc. 2.96
D. 3.55
17. ME Board April 2002
Compute for the diameter of a power transmitting shaft in
millimeters to transmit 200 kw at 600 rpm.
A. 48 :
B. 68
Cc. 84
D. 96
18. ME Board April 2002
Compute for the torsional deflection in degrees for a 3 7/8 in. 0D
x 48 in. long steel shafting which is subjected to 28,000 in.b
twisting moment. Use a torsional modulus of elasticity of
12,000,000 psi.
3400.29
i: 0.31
¢, 038
p, 0:35
April 2002
mine the torsional deflection in degrees of a SAE 1040 steel
g of 120 mm in diameter and 1.4 m long subjected to a
ent of 3,000 N.m. The torsional modulus of elasticity
w
peter!
shaftin
twisting MoM
js 0,000 MPa.
_ 1.285
0.148
c 1.480
p, 0.285
ME October 2001
Aline shaft having a diameter of 2 inches rotates at 180 rpm and
having maximum torsional deflection of 0.08 degree/ft length.
find the horsepower developed.
A 27
8, 30
c 38
D. 46
11,ME Board April 2001
Compute for the diameter in inches of a SAE 1030 steel shaft to
transmit 12 hp at 120 rpm with torsional deflection below 0.08
degree/foot length as required.
A 27/8
B. 25/8
c 21/4
D. 23/8
2, ME Board April 2001
Determine the diameter of the chain driven power transmitting
steel shaft to transmit 200 hp at 400 rpm.
A 4
B. 25/8
C3
341D. 3%
. ME Board April 2001 :
23. ra the diameter of a SAE 1040 line shaft to transmit by
120 rpm with a torsional deflection not exceedin
1 B 0,
,/meter length o& 0.08 degree/foot length. Shaft allway.
le
degree,
stress is 8000 psi.
A. 68mm
B, 60mm
Cc. 55mm
D. 75mm
24. ME Board April 2001
Determine the diameter of a steel line shaft to transmit 20h
at a speed of 300 rpm with a torsional deflection Not fo
exceed 0.08 degree/foot length.
A. 2.34 in.
B. 3.00 in.
C. 1.89 in
D. 2.70 in.
25. ME Board April 2001
Determine the horsepower transmitted by a pair of friction
wheels with a driving wheel diameter of 12 in., revolves at
240 rpm. The face width of the wheel is 3 in. Given a
force/inch width of face at 200 and the coefficient of friction at
0.20 thus C= 0.00032.
A. 3.30
B. 2.80
C. 2.00
D. 2.22
342olution to Test 16
1c 3000 psi
From Machinery’s Handbook
D = o029\F
Dp = 0.294/3142¢ Ioxtai
D = 4.00in.
From torsional strength equation
Soe torsional shear stress
5 = 16T
i xD?
3 Me 16(3142x12)
. (4.00)
Ss = 3000 psi
ae 192.5 Ibs
W o= weight
2.205ibs
Wo= 87.3kgx SERBS
W = 192.5|bs
3A 45hp
Pp =~ power
D?Nn
i = © cor
3
(22) (150)
JOO re
Poo 45 hp
4D 2.38 in.
343TA
shaft diameter
D =
80P.
Do= Vw
_— efe0te)
D r 18
D = 2.38 in.
67mm .
D = shaft diameter
'80P
= AE
aoe N
D =
Do o=
7yomm
D = shaft diameter
Ed
= 3;——
. N
100
a (or)
400
D = 2,9929in
D = 76mm
23,132 watts
: = power transmitted
Pos
Pos
. 3445D
10.B
on
8
30.833 hp x 746watts
‘hp
23,132 watts
shaft diameter
,[80P
N
2.9929 in, x 254mm
jin.
77mm
torque transmitted
P
2aN
25x33000x12
2n(225)
7002.82 in.Ib
diameter
16T
eee
/16(7002.82)
(6000)
1.81 in.
1 iin
diameter
345a1.
12.B
mc
[53.5(20)
oe)
po . 200
D = 1.75 in.
2.75in
From Machinery’s Handbook
dD = __ shaft diameter
P
4AfP
4640
Do =
D = asd
D = 2.74 in.
2.75 in
From Machinery’s Handbook
ye shaft diameter
.
= 4
4.6 N
120
D = 274in,
72kw
P = power transmitted
Bo ON
38
3
55
> = Gx)
38
P= 96.18 hp x.2:746kw
thp
Pos kw
34654
15.€
16,
c
D = shaft diameter
‘sop
= 3/80P
: N
100
rae eo <2 )
“800
= 2.375 in x 254mm
1
= 60.34mm
36.7 in.
L = length of the shaft
[= ae.
T
Solving for 6
0
@ = | 008s ix
ft “4800
@ = 0.001396 rad
A
Solving for polar moment of inertia
4
a 20a
j 32
(ey
12
| 32 A
J = 000295906 in’ ft
Substituting the values
0.0001396(0.00295906)(12x1 08)
_ 28,000 4b
: ‘in.
Lo = 3.06 fx 12H
Los 367in.
296 kg
34717.€
18.A
19.
weight of a high chrome abrasion,
resistant steel
‘kg
652 Ibs x5 50sibs
296 kg
shaft diameter
fe
N
200° )
(78)
600
25.4mm
3.29 in. x
tin.
84mm
torsional deflection
(28,000)(48) 180
torsional deflection
Zz
JG
348ao
27
(3000)(1.4) 180°
=
(220, i 2
“(1000 ) N_ \(1000mm )
> | 80,000—~. |
32 meine)
0.148°
power transmitted
on
53.5 ’
(2)° (180)
53.5
27 hp
torque transmitted
ft-lb
(12h 33000 ie }
2nroy( 120%
mi
525.21 ft.lb
shaft diameter
526.21(12)(12)
0. 08)( 5; |gp(12:000.000)
34922.D
‘23.4
y
/s
ae shaft diameter
De
80P
co
oe N
_ _,[80(200)
a 400
D = 3.42 in. or 3 % in.
68 mm
T = torque transmitted
. 10,000
" * jx(2)
\ 60
T = 795.77 N.m
Deis shaft diameter
De
Die
2.34 in,
T = torque transmitted
(20hp)( 33,000 a }
tS hp.min
2h rev )
“(200% )
T = 350.141 ft.lb
Solving for diameter based on rigidity
D = shaft diameter
350___350.14(1)
30.08) 5212x108) 144)
2.353 in
ns
torque
Fir. f
(20042 (ain) 6inyo.20)
720 in.lb
horsepower transmitted
22TN
; 1\(1)(1
2n(720)(240x35)(;5)(s)
2.74 hpInstruction: Choose the correct answer in the Problems
A,
Test 37
check your answers whether you PASS the Te elo
and then answer it again until you master jg. 5! FN
ME Board October 2000
Compute for the torsional deflection in degrees of a
diameter, 1.4 m long shaft subjected to a twisting mo, i im
10° N.mm. The torsional modulus of elasticity is 83,000 a of 3y
A. 0.27 a.
B. 0.31
C. 0.20
D. 0.24
ME Board October 2000
Find the torsional moment in Newton-meter develo,
shaft delivers 20 kw at 200 rpm.
A. 0.85 x 10°
B. 1.0x 10°
C. 1.20x 10°
D. 2.10x 10°
Ped when the
ME Board October 2000
Compute for the twisting moment in in.Ib developed when the
shaft delivers 20 hp at 1200 rpm.
A. 1166
B. 915
c. 1050
D. 945
ME Board October 2000
Find the torsional deflection in degrees of a solid steel shaft, 110
mm OD 1.4 m long subjected to’ 3.1 x 10° N.mm. The torsional
modulus of elasticity is 80,000 MPa.
A. 0.22
3528. 0.195
ia 0.28
D. 0.24
poard October 2000
short shaft transmits 200 hp at 3
giameter of the shaft in inches.
AS
(00 rpm. Determine the
ean
B
C
0.
Board April 2000
what power in kw would a 2 inches diameter short shaft tr i
: ‘an:
at 500 rpm. The torsional modulus of elasticity is at 12 oe
psi
A, 53
3, 58
c. 65
p. 78
ME Board April 2000
Compute for the diameter in inches of a conveyor head pulley SAE
4130 solid steel shaft being driven by a 20 hp drive motor through
a gear reducer with 120 rpm output. The torsional deflection is
0,06 degrees/foot of shaft length and the modulus of elasticity is
30X 10° psi in tension.
A. 2.25
B. 2.50
C 2.75
D. 3.25
ME Board April 2000
Compute for the diameter of an overhead crane. travel shaft that
transmit 10 hp of the electric motor at gear reduced rpm of 150
and with torsional deflection of 0.06 deg/ft of shaft length.
A 1%
B 2%
C 25/8
D. 3%
35310.
11.
12.
Board October 1999
Ard the diameter of a SAE 1030 line shaft for 20 ft Overhead
travel drive at 180 rpm. The drive motor used is 19
torsional modulus of elasticity of this shaft is at 11.5 195 si vith
torsional deflection within the 0.08 degree per foot length limit in
A. 1.25in
B. 1.50in
Cc. 1.75in.
D. 2.27 in.
Crane
. The
ME Board October 1999
Find the diameter in inches of an alloy steel shaft transmits 200 hp
at 400 rpm. The ultimate strength of the shaft material is 110 igi
and modulus of elasticity is 30 x 10” psi.
A. 2%
B. 27/8
C. 3%
D. 37/16
ME Board April 1999
Find the torsional deflection in degrees of a solid steel shaft 110
mm OD X 1.4 m long, subjected to 3.1 X 10° N.mm. The torsional
modulus of elasticity is 80,000 MPa.
A. 0.18
B. 0.20
Cc. 0.22
D. 0.28
ME Board April 1999
Determine the diameter in inches of a small steel countershaft
that delivers 13.31 hp at a speed of 15.7 rad/sec. The material
allowable design stress is 8.5 ksi.
A. 1.25
B. 1.50
Cc. 1.75
D. 2.00
. ME Board October 1998
Compute the speed of the gear mounted in a 52.5 mm diameter
shaft receiving power from a Prime motor with 250 hp.
35471821pm
5 zoairem
¢, 2265"Pm
D. 2341 1pm
rd April 1998
ute the diameter of a solid shaft transmitting 75 hp at 1800
The nature of the load and the type of service is such that the
able ss based on pure torsion is 6000 psi.
a
17/8 in.
g, 22/16in.
c¢. 15/16 in.
p. 31/8in.
5 ME Board April 1998
Asmall counter shaft is 1 % inch in diameter and has an allowable
stress of 8500 psi. Find the horsepower delivered by the shaft at a
speed of 15.7 rad/sec.
A. 7.20
B, 1.40
c 13.31
D, 14.72
‘6, ME Board April 1998
The shaft is subjected to a steady load of 36,000 in.Ib at a shear
stress of 10,000 psi. Compute the diameter of the said shaft in
inches.
A. 17/8
B 2%
17. ME Board April 1998
A 16 ft steel line shaft has no bending action except its own
weight. What power in hp can the shaft deliver at a speed of 200
tpm. Consider that the torsional deflection will not exceed
0.008/ft of length.
A. 13.2
8 15.8
C244
355D. 14.6
. ME Board April 1998 :
18. The torsional deformation of a SAE 1040 steel shaft is toog,
length of % meter. The shear stress is 69 MPa, Com >
diameter of the shaft in millimeter. Steel modulus of elastic i
shear is 79,300 MPa.
A. 50
B. 52
Cc. 62
OD. 75
19. ME Board October 1997 t
If the weight of 6 in. diameter by 48 in. long SAE 1039 shafting jg
174.5 kg, then what will be the weight of chromium SAE 51416 of
same size?
A. 305.5 Ibs
B. 384.8 lbs
C. 426.4 Ibs
D. 465.1Ibs
20. ME Board April 1997
Determine the torque received by the motor shaft running at 4250
rpm, transmitting 11 hp, through a 10 in. diameter, 20° involutes
gear. The shaft is supported by ball bearings at both ends and the
Bear is fixed at the middle of 8 in. shaft length.
A. 163 in.Ib
B. 167 in.Ib
C. 132in.Ib
D. 138in.Ib
21. ME Board April 1997
Determine the estimated volume of a %"x6"X 20’ steel plate.
A. 1809 in?
B. 1490 in?
C. 1709 in?
D. 1080 in?
356poard April 1997
2 wat power would a spindle 55 mm in diameter transmit at 480
; mn, stress allowed for short shaft is 59 N/mm?,
95.00KW
50.61 kw
: 61.37 kw
p, 39.21 kw
Board October 1996
compute the power transmitted in Hp by the shaft rotating 1200
rpm and subjected to torsional moment of 1200 N.m.
a, 202
p, 252
c, 150
p. 171
4. ME Board October 1996
Compute the line shaft diameter to transmit 12 hp at 180 rpm
with torsional deflection of 0.08 degrees per ft length.
A, 3.0in
b. 2.0in
c. 1.53in.
D. 1.23 in.
25, MEBoard October 1996
Compute the nominal shear stress at the surface in MPa for a 40
mm diameter shaft that transmits 7SOKW at 1500 rpm. Axial and
bending loads are assumed negligible. Torsional shearing stress is
28 MPa.
A. 218
B. 312
C. 232
D. 380
357Solution to Test 17
0.20
oe torsional deflection
eee
is JG
(x108 (1400)
a= 4 —
= (110)* (83,000
3p(1"0), (83,000)
0
@ = 0,00352 rad 180
arad
@ = — 0.20°
1.0 x 10°
+ = torque transmitted
T = at
2aN
20(tx108)
T
242
6
T = —(0.9549929 X 10° N.mm
1050 in. Ib
= torque transmitted
Tait secs
2aN
T = 20(33,000)(12)
22(1200)
T = 1050 in.lb
358
A4A
6 D
g oF
ails
Ie
(3:1x108 (1400)
setae ed eal
= (110)"(80,000)
3a") ( 00)
g = 0.22°
3in.
D = __ shaft diameter
Do=
Dp = 3.00in.
78
p = __ power transmitted
_- DN
tae ase
p= 2X00)
o 38
p= 105.26 hp x 2748Kw
thp
p= 78kw
3.25
T = torque
poe HIN.
33,000
20 = 2aT20)
33,000
T = 875.35 ft-lbs
Solving for the shaft diameter
359
= __ torsional deflection
180
"9
D = shaft diameter
De. | aun
(S)oe)
._ 4201.69(12)
6
= || ~~ |(0.06)(12x10
32 a i )
D = 253in. or 23 in,
2.27 in.
T torque
Pp 2nTN
_ —_2aT(180)
a 33,000(12)
T == 3501.41 in.Ib
D = __ shaft diameter
TL
D =
al( x
(3 jena)
De 875.35(12)(12)__
a(x a 3
($5 }(0.00)(;25 Jt2x10 )
D = —-:3.18'in. of 3.25 in.
2
8
T = torque
P=) 2nTN
. 2nT (150)
a 33,000(12)
T = 4201.69 in.Ib
Solving for the shaft diameter
3600 D
u.€
solving for the shaft diameter
De shaft diameter
TL
: Jaro)
3501.41(12)
(0.08) 4515x109)
1
= 2.27in.or 2 in.
D in. o1 4 in,
7
346
D = shaft diameter
(80P
= 3}—
. N
(80(200)
= 3/80(200)
y 400
D = 342inor 3 in
= 2 6
0.22
8 = torsional deflection
TL
08%
0 =
© == 0.0037742( )
@ = 0.22deg
1.50
be - torque
36113.C
14. C
P
Toe
o
7 = 23.34(850)(12)
15.7
i = 5591.08 in.Ib
De = diameter
p =. 3f6r
xS
2 1.08)
ae q (8500)
D = = 150in.
2265 rpm
N = rotative speed
80P
eo euee
Dp?
N = 80(250)
(za)
25.4
N = 2265rpm
15 in.
16
ai = torque
B= i2niN
_ 2nT (1800)
75 = 33,000(72)
T = — 2626.056 in.Ib
Solving for the shaft diameter
D = diameter
= yf6r
2 Vas
D = -¥(6000)
362pd = lagin
13.31 hp
He
= rotative speed
2 157200
Qn
N = 150 rpm
Pp = power transmitted
3
a D°N
ae 38
(1.5)9(150)
pe (8/8180)
38
p= 13.32hp
16D 2% in.
D = diameter
167
Do i= = 3
Ss
DoS
D = 2.636 in.
17.D 14.6
From Machinery’s Handbook
2/3 aula
z 8.95
OS diameter
93/2
> = (8)
8.95.
D = 2.39 in.
From Machinery’s Handbook
363=
4
Wl) (as) 8
Hp = horsepower
Hp = (222) coo
Hp = 14.6
18.0 62
7 = torque
‘
tT. Se?
3
rs ae
T = 13.54803
Solving for the shaft diameter
D = diameter
TL
a. =
Je
13.5400°(3)
oa 5) =___\#/
180) ~ = p4
D4(79,300
320 | )
D = 0.0623m
D = 62.32mm
19.B 384.8Ibs
W = weight of chromium
- Ibs
ee 174.5 kg x 2.205 kg
W = 384.8 Ibs
20. A 163in.Ib
T = torque transmitted
3641D
A
23.A
24.0
7 0
on)
7
"
7
"
p
2nN
1 4hpx33,000 "IDS y49in
hp-min™ ft
rev
224 (4250)
rev min
163.12 in.Ib
volume
txwxl
0.75 in. x 6 in. x 20 ft x 127
1080 in®
power transmitted
kw
128.24 hp x 0.746 hp
95.67 kw i
power transmitted
221N :
rad rev ant)
ae (1200N.m) (12002) one.
tts x —P __
150796.447 watts x Fee atts
202.14 hp
365
E_ =
D = diameter
53.5P
= 3
ee 180
25.D 380
= torque
eo gue
iste 2xN
750
3 2e( 122)
60
T == 4.7746 KN.m
T = = 4,7746 x 10° N.mm
Solving for torsional stress
Ss = torsional stress
16T
S. = gc
: nD?
16(4.7746x108)
S, = — —__,—+
(40)
Ss, = 380 MPaTest 38
Choose the correct answer in the questions below and
check your answers whether you PASS the TEST or NOT
and then answer it again until you master it.
jptruction®
Abasic shaft is one whose
A, lower deviation is zero
gp. upper deviation is zero
¢. lower and upper deviations are zero
p, none of the above
the standard length of the shaft is
A 5m
B. 6m
c 7m
D. allof the above
|. Two shafts A and B are made of the same material. The diameter
ofthe shaft B. The power transmitted by the shaft
A. twice
8, four times
C. eight times
D. sixteen times
Two shafts A and B of solid circular cross-section are identical
except for their diameters da and dy. The ratio of power”
transmitted by the shaft A to that of shaft B is
AoA
4B
3, (ale
(8)?
cal
(dg)
)
,
36710.
(aay
D.
4B)"
Two shafts will have equal strength if
‘A, diameter of both the shafts is the same
angle of twist of both the shafts is the same
: i
C._ material of both the shafts is the same
D. twisting moment of both the shafts is the same
A transmission shaft subjected to bending loads must be designey
on the basis of
A. maximum normal stress theory
maximum shear stress theory
maximum normal stress and maximum shear stress theories
B.
CG
D. fatigue strength
The residential compressive stress by way of surface treatment of
a machine member subjected to fatigue loading.
‘A. Improves the fatigue life
B. Deteriorates the fatigue life
C. Does not affect the fatigue life
D. Immediately fractures the specimen
When a shaft is subjected to a bending moment M and a twisting
moment T, then the equivalent twisting moment is equal to
A. M+T
B. M?+T?
C. VMesr?
D. VM?-72
The maximum shear stress theory is used for
A. brittle materials
B. ductile materials
C. plastic materials
D. non-ferrous materials
The maximum normal i
stress theory is used for
A. brittle materials Y
368ductile materials
Gc Jastic materials
p, non ferrous materials
ne design of shafts made of brittle materials is based on
J. Guest’s theory
* pankine’s theory
st.venant’s theory
p, Von Mises theory
jooke’s aw holds well up to
_ yield point
i elastic limit
C plastic limit
p. breaking point
we
he ratio of linear stress to linear strain is called
modulus of elasticity
p, modulus of rigidity
bulk modulus
D. Poisson’s ratio
gt
A
4u.The modulus of elasticity for mild steel is approximately equal to
A. 80KN/mm?
8, 110 KN/mm?
¢, 100 KN/mm?
p. 210 KN/mm?
15, When the material is loaded within elastic limit, then the stress
is_______ to strain.
A. equal
8. directly proportional
C. inversely proportional
D. not equal
16, When ahole of diameter “d” is punched in a metal of thickness “ t
jae the force required to punch a hole is equal to
. dtSy
8. dts,
3691
go
18.
19.
20.
2:
p
oh
M42.
Si
Cy
m 42.
D. dS
. gt Su
The ratio of the ultimate st
A. elastic limit
B. strain
C factor of safety
D. bulk modulus
tress to the design stress js knows
Mas
The factor of safety for steel and steady load is
A 2
poe
one
‘An aluminum member is designated based on
yield stress
B. elastic limit stress
C. proof stress
D. ultimate stress
>
In a body, s thermal stress is one, which arises because of thy
existence of
A. latent heat
8. temperature gradient
c. total heat
D. specific heat
A localized compressive stress at the area of contact between tw
members is known as
A. tensile stress
B. bending stress
C. bearing stress
D. shear stress
The Poisson’s ratio for steel varies from
A. 0.2110 0.25 ,
B. 0.25 to 0.33
370i
14.
2B.
0.33 to 0.38
5, 0.38 to 0.45
he stress in the bar when load i ‘
vompared to the stress ad's applied s
A. Same
8. double
c, three times
p. four times
uddenly is as
the energy stored in a bo .
a dy when strained within elastic limit is
A. resilience
B. proof resilience
C. strain energy
D. impact energy
The maximum energy that can be i
loading up to the elastic limit is “a alien Temadiacal
A. resilience
8. proof resilience
C. strain energy
D. impact energyAnswer to Test 38
N
DAD ¢ c
FOPSMOMBDOYFBDMEOO BBO
a0
a
upper deviation is zero
all of the above
eight times
(dA %
(ae)°
twisting moment of both the shafts is the same
maximum normal stress theory
improves the fatigue life
\M247?
ductile materials
brittle materials
Rankine’s theory
elastic limit
modulus of elasticity
210 KN/mm?
directly proportional
mdtS,
factor of safety
4
yield stress
temperature gradient
bearing stress
0.25 to 0.33
double
strain energy
proof of resilienceTest 39
tion! choose the correct answer in the problems below and
st check your answers whether you PASS the TEST or NOT
and then answer it again until you master it.
strain enerey stored in a body, when suddenly loaded
he fi
a the strain energy stored when same load is applied
i———
gradually.
i equal to
8. one-half
c, twice
D. four times
When @ machine member is subjected to torsion, the torsional
shear stress set up in the member is
yero at both the centroidal axis and outer surface of the
member
maximum at both the centroidal axis and outer surface of the
member
¢. zero at the centroidal axis and maximum at the outer surface
of the member
D. none of the above
‘The torsional shear stress on any cross-section normal to the axis
is, the distance from the center of the axis.
directly proportional to
. inversely proportional to
. equal to
not equal to
The neutral axis of a beam is subjected to
A. zero stress
. maximum tensile stress
maximum compressive stress
maximum shear stress
eos
3735. Atthe neutral axis of a beam.
A. the layers are subjected to maximum bending Stress
B. the layers are subjected to tension
C. the layers are subjected to compression
D. the layers do not undergo any strain
6. The bending stress in a curved beam is
A. zero at the centroidal axis
zero at the point other than centroidal axis
C. maximum at the neutral axis
D. none of the above
7. The maximum bending stress, in a curved beam having symmetri
section, always occur, at the ical
A. centroidal axis
B. neutral axis
C._ inside fiber
D. outside fiber
8. If d= diameter of solid shaft and S = permissible shear in shear
for the shaft material, then torsional strength of shaft is written as
A. Za4s
32
B. dLog.S
x 43
CG es
D. Za's
32
9. If d, and d, are the inner and outer diameters of a hollow shaft,
then its polar moment of inertia is
A. Zl aot -d]
B. Zao? -4)|
C= [do?-0/? ]shafts are under pure torsion are of identical length and
, ica weight and are made of the same materials, The shaft A
i f and the shaft B is hollow, we can say that
iss0! haft B is better than shaft A
h on Ais better than shaft B
6 ath the shafts are equally good
; none of the above
solid shaft transmits a torque T. The allowable shear stress is 5.
I the diameter of the shaft is
A WSs
y.When @ machine member is subjected to a tensile stress St due to
direct load or bending and a shear stress S s due to torsion, then
the maximum shear stress induced in the member will be
A ; [sj2+4857
B ; 524s?
1B Rankine’s theory is used for
A. Brittle materials
8. Ductile materials
C. Elastic materials
D. Plastic materials
14 Guest's theory is used for
A. Brittle materials
8. Ductile materials
375C. Elastic materials
D. Plastic materials
15. At the neutral axis of a beam, the shear stress is
A. zero
B. maximum
Cc. minimum
D. constant
16. The minimum shear stress developed in a beam of ,,
section is. the average shear stress.
A. equal to
Cctangle
4a
times
B. 3
C. 1.5 times
D. 3 times
17. The stress which vary from a minimum value to a maximum Value
of the same nature that is tensile or compressive is called
A. repeated stress
B. yield stress
C. fluctuating stress
D. alternating stress
18. The endurance or fatigue limit is defined as the maximum value of
the stress which a polished standard specimen can withstand
without failure, for infinite number of cycles, when subjected to
A. static load
B. dynamic load
C._ static as well as dynamic load
D. completely reversed load
19. Failure of a material is called fatigue when it is fails
A. at the elastic limit
. below the elastic limit
C. at the yield point
D. below the yield point
20. The resistance to fatigue of a material is measured by
376 :elastic limit
young’s modulus
ultimate tensile strength
endurance limit
poet
_- yield point in static loading is_____—_as compared to
th fatigue loading.
higher
lower
same
p, constant
6.
afety for fatigue loading is the ratio of
2 elastic limit to the working stress
Young's modulus to the ultimate tensile strength
¢c. Endurance limit to the working stress
p. Elastic limit to the yield point
op Factor of §
aterial is subjected to fatigue loading, the ratio of the
1 When am
limit to the ultimate tensile strength is
endurance
A 0.30
B, 0.40
c. 0.50
D, 0.60
14. The ratio of endurance limit in shear to the endurance limit in
flexure is
A. 0.35
B, 0.45
Cc. 0.55
D. 0.65
35, Ifthe size of a standard specimen for a fatigue testing machine is
increased, the endurance limit for the material will
A. have the same value
B. increase
C decrease
D. constant
377Answer Key to Test 39
D four times
2) B maximum at both the centroidal axis and oute
T Su
member face of the
directly proportional to
zero stress
the layers do not undergo any strain
zero at the point other than centroidal axis
NOUbW
Oo O7OPrD
inside fiber
8. Z yps
16
al 4
oA Ze -o/*|
10. A shaft B is better than
a A 3f 167
Ss
12 A 3s?+48 2
13. A Brittle materials
14. B Ductile materials
15.; 8 maximum
16. C 1.5 times
17,6 fluctuating stress
18. D completely reversed-load
19. D below the yield point
20. D endurance limit
21. A higher
22) Cc endurance limit to the working stress
23. ¢ 0.50
24.C 0.55
decreaseTest 40
cor choose the correct answer in the questions below and
st check your answers whether you PASS the TEST or NOT
and then answer it again until you master it.
Board October 1999
b sorsional deflection is a significant consideration in the design of
shaft and the limit should be in the range of,
degrees/foot of length.
1p, 0.004 to 0.006
g, 0.08to 1
¢, 0.006 to 0.008
p. 0.008 to 1
1. MEBoard April 1999
For a universal joint shaft angle should be__degrees maximum
and much less if in high rotational speed.
A 12
8 16
C15
D. 14
3, ME Board April 1998
Itisa good design practice for steel line shafting to consider a limit
tothe linear deflection of, inch/foot length maximum.
A. 0,050
8. 0.010
C. 0,020
D. 0.060
4. Supplementary Question
Itisa rotating machine member that transmits power.
A. Cam
8. Plate
©. Shaft
379D. Flywheel
Supplementary Question
A stationary member carrying pulleys, wheels and ete that
transmit power.
A. Axle
B, Propeller shaft
C. Turbine shaft
D. Machine shaft
6.
Supplementary Question
Aline shaft is also known as
A. counter shaft
B. jackshaft
C, main shaft
D. head shaft
7. Supplementary Question
Which of the following shaft intermediate between a {i
and a driven shaft?
A. Counter shaft
B. Jackshaft
C. Head shaft
D. All of the above
ine shaft
8. Supplementary Question
Short shafts on machines are called
A. core shafts
B. heads shafts
C. medium shafts
D. spindles
9. Supplementary Question
For shafts, the shear due to bending is a maximum at the neutral
plane where the normal stress is
A. constant
B. maximum
Cc. minimum
. zero
380' supplementary Question
fA “criteria for the limiting torsional deflection v
length for machinery shafts to
1°
2°
3°
4°
ary from 0.08 per foot
of ——__ Per foot.
POSS
ys.Supplementary Question
for transmission shafts the allowable deflection is one degree in a
length of diameters.
a. 10
p. 15
c. 20
Dp. 25
12,Supplementary Question
7 An old rule of thumb for transmission shafting is that the
deflection should not exceed of length between
supports. =
A. 0.01 in. per foot
B. 0.02 in. per foot
C. 0,03 in. per foot
D. 0.04 in. per foot
13,Supplementary Question
In general for machinery shafts, the permissible deflection may be
closer to
A. 0.02 in/ft
B. 0.01 in./ft
C. 0.002 in/ft
i D. 0.030 in/ft
14,Supplementary Question :
The speed at which the center of mass will equal the
deflecting forces on the shaft with its attached bodies will
then vibrate violently, since the centrifugal force changes its
direction as the shaft turns.
A. Critical speed
381B.
&
D.
15. Supple: y
For shaft, the minimum val
fati
Geometrical speed
Mean speed
unit speed
uestion
mentary O Jue of numerical combined g
ho
ase to the computed pt 2d
igue factor to be applied in every ¢ d bending
moment is
A.
B.
Cc.
D.
1.0
13
15
18
16.Supplementary Question
It is suggested that the design factor on the yield strength be
about 1.5 for the smooth load, about 2 to 2.25 for minor shock
A
B.
a
D.
loads, and. when the loading reverses during operation,
3.0.
4.0
3.5
45
17.Supplementary Question
Acolumn is called short column when
A
B.
—
D.
the length is more than 30 times the diameter
slenderness ratio is more than 120
the length is less than 8 times the diameter
the slenderness ratio is more than 32
18.Supplementary Question
For a circular shaft subjected to torque the value of shear
stress
A.
B.
c.
D.
is uniform throughout
has maximum value at the axis
has maximum value at the surface
is zero at the axis and linearly increases to a maximum value
at the surface of the shaft
19.Supplementary Question
The compression members tend to buckle in the direction of
382axis of load
perpendicular to the axis of load
minimum cross-section
Jeast radius of gyration
ooee
plementary Question
reinforced concrete beam is considered to be
a, clad material
8. composite material
c, homogeneous material
p, heterogeneous material
made up of
supplementary Question
the column splice is used for increasing
a. strength of the column
g, cross-sectional area of the column
c. length of the column
p. all of the above
s.Supplementary Question
‘Asimply supported beam has a uniformly distributed load on it,
the bending moment is
A. triangle
8, pafabola
c. semi-circle
D. rectangle
13,Supplementary Question
The power obtained by piston reaches flywheel through the
A. countershaft
B, crank shaft
C. transmission shaft
D. line shaft
4,Supplementary Question
There are two types of crankshafts
A. single piece and built up
8, forged and turned
C. rotary and stationary
D. none of these
38325. Supplementary Question
Engine valves get open by means of
A.
B.
G
D
cam shaft
rocker shaft
crank shaft
valve guardA
Brera eeocen
FP9OV9OFOSFOSoVVIA vO OOD
>rPwawmagg
nswer Key to Test 40
0.08 to 1
15
0.010
Shaft
Axle
main shaft
All of the above
spindles
zero
1°
20
0.01 in per foot
0.002in/ft
Critical speed
15
45
the length is less than 8 times the diameter
is zero at the axis and linearly increase to a maximum
value at the surface of the shaft
least radius of gyration
heterogeneous material
length of the column
parabola
crank shaft
single piece and built up
cam shaftInstruction: Choos
3.
Test 4]
e the correct answer in the problems bey,
check your answers whether you PASS the Test
and then answer it again until you master it,
OW ang
OF Nor
juestion
Suppiemen ti Palowable stresses are generally used in
practice for main transmitting shafts
A. 282 kg/cm?
B. 423 kg/cm?
C. 599 kg/cm?
D. 620 kg/cm?
Supplementary Question
The value of allowable stresses are generally, used in
practice for line shafts carrying pulleys.
A. 150 kg/cm?
B. 282 kg/cm?
C. 423 kg/cm?
D. 550 kg/cm?
Supplementary Question
The value of allowable stresses are generally used in
practice for small, short shafts, countershafts .
A. 282 kg/cm?
B. 599 kg/cm?
C. 650 kg/cm?
D. 750 kg/cm?
Supplementary Question
Torsional deformation in transmission shafts should be
limited to___ in 20 diameters.
AS 1s
Bo 2
Cc. 3°
D. 4°
386tementary Question
ral deflection caused by bending should not exceed
uO 001 in per foot of length
0,005 in. per foot of length
"9.01 in. per foot of length
p, 0.05 in per foot of length
plementary Question
Front axle should be live and
A weak
p. dead
c. strong
D. none of these
supplementary Question
The steering is coupled to the two front wheels by means ofa
A. connecting rod
B. tie rod
Cc. push rod
D. spindle
g, Supplementary Question
In the overdrive transmission system the rotation speed of.
rest higher than that of engine’s speed.
A. main shaft
B. crank shaft
C. propeller shaft
D. machine shaft
9. Supplementary Question
Aslip joint. the length of propeller shaft.
A. increases
B. decreases
C. keeps appropriate
D. none of the above
10.Supplementary Question
The transmission system incorporates clutch, gear box, and
Propeller shaft and
387A. brake
B differential
Cc. steering
D. main shafting
1. Supplementary Question
The lay shaft moves ____——
A. equal to
B. more than
C. less than
D. inthe gear ratio
the primary shaft.
12. Supplementary Question
The main shaft is lifted
A. before
B. after
C. parallel to
D. adjacent to
the lay shaft.
13.Supplementary Question
In the top gear, the rotational speeds of = remain the
same.
A. primary and lay shafts
B. main and lay shafts
C. primary and main shafts *
D. secondary and main shafts
14.Supplementary Question
The primary and lay shafts rotate in. direction.
A. inthe same
B. different
C. reverse
D. none of the above
15.Supplementary Question
It is an integral part of the machine
. Spindle
B. Axle
C. Counter shaft
D. Machine shaft
>
388supplementary Question
stresses in shafts are analyzed through
A. torsional
B. bending
C. axial
D. allof these
s,Supplementary Question
standard stock length is
A. 16 ft
B. 20ft
C. 24ft
D. all of the above
18. Supplementary Question
Centrifugal separators that Operate at speeds
these flexible shafts.
A. 1,000 to 3,000 rpm
B. 5,000 to 10,000 rpm
C. 15,000 to 30,000 rpm
D. 20,000 to 50,000 rpm
also employ
19.Supplementary Question
Which of the following material is used for shafting?
A. AISI 3240
B. AISI3150
C. Als! 4063
D. Als! 33000
20.Supplementary Question
The process of redistributing the mass attached to a rotating body
in order to reduce vibrations arising froma centrifugal force.
A. Shaft coupling
B. Shaft balancing
C. Shaft hooper
D. Stator balancing
389Question
ementary
21. Supp! of the shaft is an im
Port dey,
in many cases the,
feature.
A. deflections
B. rigidity
C. size
D. strength
22.Supplementary Question
Commercial shafting is made of
A. low carbon steel
B. castiron
C. brass
D. bronze
23.Supplementary Question
The most common material for shafting is
A. wrought iron
B. cast iron
C. mild steel
D. aluminum
24.Supplementary Question
Cold drawing produces a shaft that hot rolling, but with
higher residual stresses.
A. weaker
B. stronger
C. harder
D. none of the above
25.Supplementary Question
Allowable stresses in shear equal to are common in
design of a shaft.
A. 3000 to 5000 psi
B. 4000 to 6000 psi
C. 5000 to 8000 psi
D. 6000 to 10000 psi
390guswer Key to Test 41
RRBRNRReeee een
VE ESYMPE SSE ARARS
Bee ernansene.
i
RE
282 kg/cm?
423 kg/cm?
599 kg/cm?
1°
0.01 in per foot of length
dead
tie rod
propeller shaft
keeps appropriate
differential
in the gear ratio
parallel to
primary and main shaft
reverse
Machine shaft
all of these
all of the above
20,000 to 50,000 rpm
AISI 3240
Shaft balancing
rigidity
low carbon steel
mild steel
stronger
5000 to 6000
a