B.E/B.Tech DEGREE EXAMINATION,
MAY/JUNE 2006
Fourth Semester
Mechanical Engineering
CE
1262 – STRENGTH OF MATERIALS
(Common to Automobile Engineering,
Mechatronics Engineering,
Metallurgical engineering and Production engineering)
(Regulation 2004)
Time : Three
hours Maximum : 100 marks
Answer ALL questions
Assume any additional data required and indicate clearly
PART A – (10 × 2 = 20 marks)
1.)A circular rod 1m long and 15 mm diameter is subjected to an axial
tensile load of 30 kN. Find the elongation of the rod if the modulus of
elasticity of the material of the rod is 120 kN/mm2.
2.) Define strain energy and write
its unit.
3.) A cantilever beam 3 m long carries a load of 20 kN at its free end.
Calculate the shear force and bending moment at a section 2 m from the free
end.
4.) Sketch (a) the bending stress distribution (b) shear stress
distribution for a beam of rectangular cross section.
5.) Find the torque which a shaft of 50 mm
diameter can transmit safely, if the allowable shear stress is 75 N/mm2.
6.) Differentiate open coiled helical spring from the close coiled
helical spring and state the type of stress induced in each spring due to an
axial load.
7.) A cantilever beam of spring 2 m is
carrying a point load of 20 kN at its free end. Calculate the slope at the free
end. Assume EI = 12 × 103 kN-m2.
8.) Calculate the effective length of a long column, whose actual is 4 m
when:
(a) both ends are fixed
9.) The principal stress at a point are 100
N/mm2 (tensile) and 50 N/mm2
(compressive) respectively. Calculate the maximum shear stress at this
point.
10.) A spherical shell of 1 m diameter is
subjected to an internal pressure 0.5 N/mm2. Find the thickness if
the thickness of the shell, if the allowable stress in the material of the
shell is 75 N/mm2.
PART B – (5 × 16 = 80
marks)
11
(i) Define the modulus of
rigidity and Poisson’s ratio.
(4)
(ii) A bar 30 mm in diameter was subjected to a
tensile load of 54 kN and measured extension on 300 mm gauge length was 0.112
mm and change in diameter was 0.00366 mm. Calculate Poisson’s ratio and the
values of three elastic modulii. (12)
(12) (a) A beam of length 10 m is simply supported
at its ends carries two concentrated loads of 5 kN each at a distance of 3 m 7
m from the left support and also a uniformly distributed load of 1 kN/m between
the point loads. Draw shear force and bending moment diagrams. Calculate the
maximum bending moment. (16)
Or
(b) A timber of rectangular section is to
support a load of 20 kN uniformly distributed over a span of 3.6 m, when the
beam is simply supported. If the depth of the section is to be twice the
breadth and the stress in the timber is not to exceed 7 N/mm2, find
the breadth and depth of the cross section. How will you modify the cross
section of the beam, if it carries a concentrated load of 30 kN placed at the
mid span with the same ratio of breadth to depth. (16)
13 (a) Calculate the power that can be
transmitted at a 300 rpm by a hollow steel shaft of 75 mm external diameter and
50 mm internal diameter when the permissible shear stress for the steel is
70N/mm2 and the maximum torque is 1.3 times the mean. Compare the
strength of this hollow shaft with that of an solid shaft. The same material,
weight and the length of both the shafts are the same. (16)
Or
(b) A helical spring of circular
cross-section wire 18 mm in diameter is loaded by a force of 500 N. The mean
coil diameter of the spring is 125 mm. The modulus of rigidity is 80 kN/mm2.
Determine the maximum shear stress in the material of the spring. What number
of coils must the spring have for its deflection to be 6mm? (16)
14 (a) beam is simply supported at its ends
over a span of 10 m and carries two concentrated loads of 100 kN and 60 kN at a
distance of 2 m and 5 m respectively from the left support. Calculate (i) slope
at the left support (ii) slope and deflection under the 100 kN load. Assume EI
= 36 × 104 kN-m2. (16) Or
(b) Find the Euler critical load for a hollow
cylindrical cast iron column 150mm
external diameter, 20 mm wall thickness if it is 6 m long with hinged at
both ends. Assume Young’s modulus of cast iron as 80 kN/mm2. Compare
this load with that given by Rankine formula. Using Rankine constants α =
1/1600 and 567 N/mm2. (16)
15 (a)
A steel cylindrical shell 3 m long which is closed at its ends, had an
internal diameter of 1.5 m and a wall thickness of 20 mm. Calculate the
circumferential and longitudinal stress induced and also the change in
dimensions of the shell if it is subjected to an internal pressure of 1.0 N/mm2.
Assume the modulus of elasticity and poisson’s ratio for steel as 200 kN/mm2
and 0.3 respectively. (16)
Or
(b)The state of stress at a certain point
in a strained material is shown in Fig. 1. Calculate (i) principal stresses
(ii) inclination of the principal planes (iii) normal, shear and resultant
stresses on the plane MN. (16)
R 113
B.E/B.Tech DEGREE EXAMINATION, APRIL/MAY 2005
Fourth Semester
Mechanical Engineering
CE
251 – STRENGTH OF MATERIALS
Time : Three
hours Maximum : 100 marks
Answer ALL questions
PART A – (10 × 2 = 20 marks)
1. Derive
a relation for change in length of a bar hanging freely under its own weight.
2. A
brass rod 2 m long is fixed at both its ends. If the thermal stress is not to
exceed 76.5 N/mm2. Calculate the temperature through which the rod
should be heated. Take the values of α and E as 17 × 10-6/K and 90
GPa respectively.
3. Draw the shear force diagram for a
simply supported beam of 5 m span is subjected to a clockwise moment of 15kN.m
at distance of 2 m from the left end.
4.
Sketch the bending and shear stress distribution for
”T” section.
5.
Show that the shear stress over a rectangular section
is parabolic.
6.
Calculate the maximum torque that a shaft of 125mm diameter
can transmit if the maximum angle of twist is 1º in a length of 1.5 m. Take C=
70 × 103 N/mm2.
7.
A cylindrical shell of 500 mm diameter is required to
withstand an internal pressure of 4MPa. Find the minimum thickness of the
shell, if maximum tensile strength in the plate material is 400 N/mm2
and efficiency of joint is 65%. Take factor of safety as 5.
8.
A rectangular R.C. simply supported beam of span 3 m
and cross section 200 mm × 350 mm caries a point load of 100 kN at its mid
span. Find the maximum slope and deflection of the beam if E = 0.2 × 105.
N/mm2.
9.
Draw conjugate beam for a cantilever carrying uniformly
distributed load over the entire span.
10. Define
strain energy density.
PART B – (5 × 16 = 80 marks)
11. (i)
State Moment-Area Mohr’s theorem. (4)
(ii)
A simply supported beam AB uniform section, 4 m span is subjected to a
clockwise moment of 10 kN.m. applied at the right hinge B. Derive the equation
to the deflected shape of the beam. Locate the point of maximum deflection and
find the maximum deflection. (12)
12. (a) (i) Derive a relation for change in length of a
bar of uniformly tapering
circular section
subjected to an axial tensile load ‘W’. (8)
(ii) A reinforced concrete column 500 mm × 500
mm in section is
reinforced with 4
steel bars of 25 mm diameter, one in each corner,
the column is carrying a load of 1000 kN.
Find the stresses in the
concrete and steel
bars. Take E for steel = 210 × 103 N/mm2 and E
for concrete = 14 ×
103 N/mm2. (8)
Or
(b) A
simply supported beam is loaded as shown in fig Q. 12 (b). Draw the shear force
and bending moment diagrams. (8)
13. (a) A
solid shaft is subjected to a torque of 100 Nm. Find the necessary shaft diameter
if the allowable shear stress id 100 N/mm2 and the allowable twist
is 3º per 10 diameter length of the shaft. Take C = 1 × 105 N/mm2. (16)
Or
(b) (i) State any four assumptions made in the
theory of simple bending.
(4)
(ii) Derive the bending formula M/I = f/y = E/R (12)
14. (a) A
thin cylindrical shell 1.5 m long, internal diameter 300 mm and wall thickness
10 mm is filled up with at atmospheric pressure. If the additional fluid of 300
× 103 mm3 is pumped in the shell, find the pressure exerted by the fluid on the
shell. Take E = 2 × 105 M/mm2 and 1/m = 0.3. Also find the hoop stress
induced. (16) Or
(b) (i) Derive a relation for deflection of a
closely coiled helical spring
subjected to an
axial downward load W. (8)
(ii) A quarter elliptic leaf spring
60 cm long is made of steel plates
width 10 times the
thickness. The spring is to carry a load of 3kN
and the end
deflection is limited to 5 cm. the bending stress of the
plates must not
exceed 3000 N/mm2. Find suitable values of the
size and number of
plates to be used. Take e = 2 × 105 N/mm2. (8)
15.
(a) A cantilever of length 2α is carrying a load of W at the free end,
and another load of W at its centre. Determine by moment area method, the slope
and deflection of the cantilever at the free end. (16)
Or
(b)
(i) Derive a
relation for strain energy stored in a body due to shear stress.
(6)
(ii) A rectangular body 500 mm long, 100 mm
wide and 50 mm thick
is subjected to a
shear stress of 80 MPa. Determine the strain
energy stored in
the body. Take N = 85 × 103 N/mm2. (10)
N 1020
B.E/B.Tech DEGREE EXAMINATION, NOVEMBER/DECEMBER 2004
Fourth Semester
Mechanical Engineering
CE
251 – STRENGTH OF MATERIALS
Time : Three
hours Maximum : 100 marks
Answer ALL questions
PART A – (10 × 2 = 20 marks)
3.
What is a composite bar? How will you find the stress
and load carried by each member of a composite bar?
4.
Determine the Poisson’s ratio and bulk modulus of a
material, for which Young’s modulus is 1.2 × 105 N/mm2
and modulus of rigidity is 4.8 × 104 N/mm2.
3. Draw
the shear force diagram and bending moment diagram for the cantilever loaded as
shown in Fig. Q.3.
11.
A hollow circular bar having external diameter twice
the inner diameter is used as a beam. If the bar is subjected to a bending
moment of 40 kNm and the allowable bending stress in the beam is limited to 100
MN/m2, find the inner diameter of the bar.
12.
A laminated spring 0.9 m long is made up of plates each
5cm wide and 1cm thick. If the bending stress in the plate is limited to 120
N/mm2, how many plates would be required to enable the spring to
carry a central point load of 2.65 kN?
13.
Using Mohr’s circle method, find the principal stresses
when the element is subjected to a state of pure shear stresses of value q.
14. What
are the assumptions made in the theory of pure torsion?
15.
A cylindrical pipe of diameter 1.5 m and thickness 1.5
cm is subjected to an internal fluid pressure of 1.2 N/mm2.
determine: longitudinal stress developed in the pipe and circumferential stress
developed in the pipe.
16.
What is the relation between an actual beam and the
corresponding conjugate beam for different conditions?
17. Define
the terms : Principal planes, principal stresses.
PART B – (5 × 16 = 80 marks)
11. (i) Find the deflection at B for the cantilever
loaded as shown in Fig. Q.11 (i) using
the moment area method. Take EI = 30000kNm2. (4)
(ii) Draw the shear force and
bending moment diagrams for the beam loaded as shown in Fig. Q. (ii) (12)
12. (a) Find the deflection at B and C for the
cantilever loaded as shown in Fig. Q. 12 (a) using the principle of virtual
work method. Take EI = 30000kNm2. (16)
Or
(b) A horizontal girder of steel having uniform
section is 14 m long and is simply supported at its ends. It carries a
concentrated load of 120 kN and 80 kN at two points 3 m and 4.5 m from the two ends respectively. Take I for the
section as 16 × 10-4 m4 E=2.1 × 1011 N/m2 (16)
13. (a) A steel tube 30 mm external diameter and 25 mm
internal diameter encloses a gun metal rod 20 mm diameter to which it is
rigidly joined at each end. The temperature of the whole assembly is raised to
150ºC. Find the intensity of stress in the rod when the common temperature has
fallen to 20ºC. The value of the Young’s modulus for steel and gun metal are
2.1 × 105 N/mm2 respectively. The coefficient of linear
expansion for steel is 12 × 10-6 perºC and for gun metal is 20 × 10-6
perºC. (16)
Or
(b) A metallic bar 250 mm × 100mm × 50mm is loaded
as shown in figure Q. 13 (B). Find the change in volume. Take E = 2 × 105
N/mm2 and Poisson’s ratio = 0.25. Also find the change that would be
made in the 4MN load, in order that there should be no change in the volume of
the bar. (16)
14. (a) A cast iron beam is of T section as shown in
figure Q.14 (a). The beam is simply supported on a span of 8 m. The beam
carries an uniformly distributed load of 1.5 kN/m length on the entire span.
Determine the maximum tensile and maximum compressive stresses. (16) Or
(b) A cylindrical shell 3 m long which is closed
at the ends has an internal diameter of 1 m and a wall thickness of 15 mm.
Calculate the circumferential and longitudinal stresses induced and also change
in the dimensions of the shell, if it is subjected to an internal pressure of
1.5 N/mm2. Take E = 2 × 105 N/mm2, μ = 0.3.
(16)
15. (a) A hollow shaft, having an internal diameter
50% of its external diameter, transmits 600 kW at 150 rpm. Determine the
external diameter of the shaft if the shear stress is not to exceed 65 N/mm2
and the twist in a length of 3 m should not exceed 1.4 degrees. Assume maximum
torque = 1.2 times the mean torque and modulus of rigidity = 1 × 105
N/mm2. (16)
Or
(b) A point in a strained material is subjected to
stresses as shown in Figure Q. 15 (b). Using Mohr’s circle method, determine
the normal and tangential stresses across the oblique plane. Check the answer
analytically. (16)
B 212
B.E/B.Tech DEGREE EXAMINATION, NOVEMBER/DECEMBER 2005
Fourth Semester
Mechanical Engineering
CE
251 – STRENGTH OF MATERIALS
Time : Three
hours Maximum : 100 marks
Answer ALL questions
PART A – (10 × 2 = 20 marks)
5. State
and explain Hooke’s law.
6. A
short bar of length 100 mm tapers uniformly from a diameter 30 mm to a diameter
of 20 mm and carries an axial compressive load of 200 kN. Find the change in
length of the bar. E= 200 kN/mm2.
3.
Define shear force and bending moment.
18.
Draw the bending stress distribution in a T-section due
to bending.
19.
What are the two conditions to be satisfied in the
design of a circular shaft.
20.
Define principal plane and principal stress.
21.
State moment area theorems.
22.
State Castigliano’s theorem for the deflection of
beams.
23. State
Maxwell-Betti Reciprocal theorem.
24. Give
conjugate beams for the cantilever beam and simply supported beam.
PART B – (5 × 16 = 80 marks)
11. (i)
Derive the relation between shear force and bending moment. (6)
(ii) Draw the shear force and
bending moment diagram for the beam shown in Fig. q. 11 and also indicate the
points of contra flexure if any. (10)
12. (a) A steel rod of 20 mm passes centrally through
a copper tube of 50 mm external diameter and 40 mm internal diameter. The tube
is closed at each end by rigid plates. If the temperature of the assembly is
raised by 50ºC, calculate the stresses developed in the copper and steel. Take
Es = 200 kN/mm2. Ec = 100 kN/mm2, αs
= 12 × 10-6 per ºC, αc = 18 × 10-6 per ºC
(16)
Or
(b) A member ABCD is subjected to loads as shown
in Fig. Q 12b. Find the value of P and determine the total change in length of
the bar. E = 210 kN/mm2.
AB = 300 mm, BC = 200 mm, CD = 300 mm AAB = 25 mm2, ABC =100 mm2, ACD = 50 mm2 (16)
13. (a) For the beam shown in Fig. Q 13a find
deflection at C and maximum deflection. EI = 360000 kNm2. (16)
Or
(b) A cantilever beam of 5 m span carries a point
load of 10 kN at midspan. Find the deflection at the free end. EI = 360000 kNm2 (16)
14. (a) A hollow shaft with diameter ratio 3/8 is
required to transmit 500 kW at 100 rpm, the maximum torque being 20% greater
than the mean. The maximum shear stress is not to exceed 60 N/mm2
and the twist in a length of 3 m is not to exceed 1.4ºCalculate the minimum
diameters required for the shaft. C = 84 kN/mm2. (16) Or
(b) Stresses at a point are px =
80 N/mm2, py = -35 N/mm2, q = 11.5 N/mm2. Determine principal planes, principal
stresses and maximum shear stress.
(16)
15. (a) Using principal of virtual work, find the
deflection at the free end of the cantilever beam of span 3 m carrying a point
load of 50 kN at free end. EI = 360000 kNm2. (16)
Or
(c)
Using energy method, find the slope at the end of a
simply supported beam carrying a point load of 50 kN at the centre of the span
= 6 m EI = 360000 kNm2. (10)
T 8092
B.E/B.Tech DEGREE EXAMINATION, NOVEMBER/DECEMBER 2006
Fourth Semester
Mechanical Engineering
CE 1262 – STRENGTH OF MATERIALS
(Common to Automobile Engineering, Mechatronics Engineering,
Metallurgical engineering and Production engineering)
(Regulation 2004)
Time: Three hours Maximum : 100 marks
Answer ALL questions
PART A – (10 × 2 = 20 marks)
1.) Estimate the load carried by a bar if
the axial stress is 10 N/mm2 and the diameter of the bar is 10 mm.
2.)What is the strain energy stored when a
bar of 6 mm diameter 1m length is subjected to an axial load of 4 kN E = 200
kN/mm2?
3.) Draw the shear force diagram for a
cantilever beam of span 4 m and carrying a point load of 50 kN at mid span.
4.) Draw the bending stress and shear
stress distribution due to bending of beam with rectangular cross section.
5.)Write the expression for stiffness of a close coiled helical spring.
6.)Find the minimum diameter of shaft
required to transmit a torque of 29820 Nm if the maximum shear stress is not to
exceed 45 N/mm2.
7.) Find the critical load of an Euler’s
column having 4 m length, 50 mm × 100 mm cross section and hinged at both ends
E = 200 kN/mm2.
8.) Calculate the maximum deflection of a
simply supported beam carrying a point load of 100 kN at mid span. Span = 6 m,
EI = 20000 kN/m2.
9.) Define principal plane and principal stresses.
10.) Find the thickness of the pipe due to
an internal pressure of 10 N/mm2 if the permissible stress is 120
N/mm2. The diameter of pipe is 750 mm.
PART
B – (5 × 16 = 80 marks)
11.(a)
(i) Find the stresses in each section of the bar shown in Fig. Q. 11(a)
(ii)
Find the total extension of the bar shown in Fig. Q. 11(a). E = 2.1 × 105
N/mm2.
(b) (i)
A steel rod of 25 mm diameter is placed inside a copper tube of 30mm
internal diameter and 5 mm thickness and the ends are rigidly connected. The
assembly is subjected to a compressive load of 250 kN. Determine the stresses
induced in the steel rod and copper tube. Take the modulus of elasticity of
steel and copper as 200 Gpa and 80 Gpa respectively. (10)
(ii)
Find the total strain energy stored in a steel bar of diameter 50 mm and
length 300 mm when it is subjected to an axial load of 150 kN. Take modulus of
elasticity of steel as 200 × 103 MPa. (6)
12.
(a) Draw the S.F and B.M diagram for the beam shown in Fig. Q. 12(a).
Determine the points of contra flexure. (16)
Or
(b)A timber beam of rectangular section is
to support a load of 20 kN uniformly distributed over a span of 3.6 m, when the
beam is simply supported. If the depth is twice the width of the section and
the stress in timber is not to exceed 3.5 N/mm2, find the dimensions
of the cross section? (16)
13 (a) A hollow steel shaft of outside
diameter 75 mm is transmitting a power of 300 kW at 2000 rpm. Find the
thickness of the shaft if the maximum shear stress is not to exceed 40 N/mm2. (16)
Or
(b) A close coiled helical spring is to have a
stiffness of 1.5 N/mm of compression under a maximum load of 60 N. The maximum
shearing stress produced in the wire of the spring 125 N/mm2. The
solid length of the spring is 50 mm. Find the diameter of coil, diameter of
wire and number of coils C = 4.5 × 104 N/mm2. (16)
14 (a) Find the maximum deflection of the
beam shown in Fig. Q. 14(a). EI = 1 × 1011 kN/mm2. Use
Macaulay’s method.
(16)
Or
(b) For the cantilever beam shown in Fig. Q.
14(b). Find the deflection and slope at the free end. EI = 10000 kN/m2. (16)
15 (a) The normal stresses in two mutually
perpendicular directions are 110 N/mm2 and 47 N/mm2 both tensile.
The complementary shear stresses in these directions are of intensity 63 N/mm2.
Find the principal stresses and its planes.
(16)
Or
(b) A cylinder shell 3 m long which is
closed at the ends has an internal diameter 1 m and wall thickness of 15 mm.
Calculate the change in dimensions and change in volume if the internal
pressure is 1.5 N/mm2 E = 2 × 105 N/mm2. υ =
0.3. (16)
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