||'''|'||''||''''|'| Code No: RT21013 II B. Tech I Semester Regular Examinations, Dec - 2015 STRENGTH OF MATERIALS - I (Civil Engineering) Time: 3 hours Max. Marks: 70 Note: 1. Question Paper consists of two parts (Part-A and Part-B) 2. Answer ALL the question in Part-A 3. Answer any THREE Questions from Part-B ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ PART –A 1. a) Derive the relation between E, K and ν following usual notations. b) Define point of contra flexure, Shear force and bending moment c) State the assumptions of simple bending d) Define shear centre and demonstrate with an example e) State mohr’s theorems and their significance f) Discuss the necessity and mechanics of compound cylinders (4M+4M+3M+4M+3M+4M) PART –B 2. A central steel rod 18 mm diameter passes through a copper sleeve 24 mm inside and 39 mm outside diameter. It is provided with nut and washers at each end, and the nuts are tightened until a stress of 10 N/mm 2 is set up in the steel. The whole assembly is then placed in a lathe and a cut is taken along half the length of the tube , removing the copper to a depth of 1.5 mm (a) Calculate the stress now existing in the steel (b) If an additional end thrust of 5000 N is applied to the ends of the steel bar calculate the final stress in the steel. Take young’s modulus for steel as twice that of copper. (16M) 3. Draw Shear Force Diagram and Bending Moment diagram for the beam shown below (16M) 1 of 2 SET - 1 R13 E D A 2m B 10 kN/m 2m C 3m 2m 50 kN
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Code No: RT21013
II B. Tech I Semester Regular Examinations, Dec - 2015
STRENGTH OF MATERIALS - I (Civil Engineering)
Time: 3 hours Max. Marks: 70
Note: 1. Question Paper consists of two parts (Part-A and Part-B)
2. Answer ALL the question in Part-A
3. Answer any THREE Questions from Part-B
~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~
PART –A
1. a) Derive the relation between E, K and ν following usual notations.
b) Define point of contra flexure, Shear force and bending moment
c) State the assumptions of simple bending
d) Define shear centre and demonstrate with an example
e) State mohr’s theorems and their significance
f) Discuss the necessity and mechanics of compound cylinders (4M+4M+3M+4M+3M+4M)
PART –B
2. A central steel rod 18 mm diameter passes through a copper sleeve 24 mm inside and 39 mm
outside diameter. It is provided with nut and washers at each end, and the nuts are tightened
until a stress of 10 N/mm2 is set up in the steel. The whole assembly is then placed in a lathe
and a cut is taken along half the length of the tube , removing the copper to a depth of 1.5 mm
(a) Calculate the stress now existing in the steel (b) If an additional end thrust of 5000 N is
applied to the ends of the steel bar calculate the final stress in the steel. Take young’s modulus
for steel as twice that of copper. (16M)
3. Draw Shear Force Diagram and Bending Moment diagram for the beam shown below (16M)
1 of 2
SET - 1 R13
E DA
2m
B
10 kN/m
2m
C
3m 2m
50 kN
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Code No: RT21013
4. a) State the assumptions made in deriving bending equation.
b) An I-section has the following dimensions: flanges 150 × 10 mm and overall depth = 260
mm, thickness of web 10 mm. It is used as a cantilever beam over a span of 3 m to carry a
load of 40 kN/m over its entire span. Find the maximum bending stresse induced.
(6M+10M)
5. The T section of a beam has the following size:
Width of the flange 140 mm and depth of the flange 35 mm. Width of the web
30 mm and depth of the web is 130 mm. The beam is subjected to a vertical shear force of
60 kN. Calculate the shear stress at the junction of the web and the flange. (16M)
6. A cantilever beam of span 7 m carries a point load of 15 kN at a distance of 4 m from the right
end. Compute (a) the slope (b) the deflection under the load (c) the maximum deflection and its
location. Take E = 1.5 x 105 N/mm
2 and I = 5 x 10
8 mm
4. (16M)
7. A cylindrical drum 400 mm in diameter has a thickness of 8mm. If the drum is subjected to an
internal pressure of 2 N/mm2, determine the increase in the volume of the drum. Take young’s
modulus of elasticity, E=1.6x105N/mm
2 and poisson’s ratio, υ=0.25. (16M)
2 of 2
SET - 1 R13
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Code No: RT21013
II B. Tech I Semester Regular Examinations, Dec - 2015
STRENGTH OF MATERIALS - I (Civil Engineering)
Time: 3 hours Max. Marks: 70
Note: 1. Question Paper consists of two parts (Part-A and Part-B)
2. Answer ALL the question in Part-A
3. Answer any THREE Questions from Part-B
~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~
PART –A
1. a) Derived the elongation in a tapered circular bar under an axial load of P
b) Describe the different kinds of beams and their end reactions
c) Derive the section modulus equation for rectangular and circular sections
d) Determine the shear center for a T-section
e) Explain moment area method with an example
f) Derive change in volume of a thin cylindrical shell subjected to an internal pressure p
(4M+3M+4M+4M+3M+4M)
PART –B
2. A steel tube 2.4 cm external diameter and 1.8 cm internal diameter encloses a copper rod 1.5
cm diameter to which it is rigidly joined at each end. If at a temperature of 100C there is no
longitudinal stresses calculate the stresses in the rod and the tube when the temperature is
raised to 2000C. Es=210 kN/mm
2 and Ec=1000 kN/mm
2. Coefficient of linear expansion for
steel is 11(10-6
)/0C and for copper 18(10
-6)/
0C (16M)
3. A 23 m long cantilever beam is 14 m long. The beam carries a load of
10 KN at 5 m from the fixed end, and a distributed load the intensity of which varies linearly
from zero at each end to 6 KN/m at free end. Draw the shear force and bending moment
diagrams. Find the magnitude and position of maximum bending moment. (16M)
1 of 2
SET - 2 R13
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Code No: RT21013
4. Unsymmetrical I-section shown in
2.5 m to carry uniformly distributed
bending stress across the depth marking the values at salient point.
5. A beam of triangular section having base width 25 cm and height of 35
shear force of 5 kN. Sketch the shear stress distribution along the depth of the beam
6. A girder of uniform section and constant depth is freely supported over a span
of 2.5 meters. Calculate the central deflection and
beam under a central load of 22
7. A thick spherical shell of 350
2N/mm2. Determine the necessary thickness of the
material is 2.8 N/mm2.
section shown in below Figure is used as a simply supported beam
uniformly distributed load of 5 kN/m over entire span. Draw
bending stress across the depth marking the values at salient point.
lar section having base width 25 cm and height of 35
ketch the shear stress distribution along the depth of the beam
A girder of uniform section and constant depth is freely supported over a span
of 2.5 meters. Calculate the central deflection and slopes at the ends of the
beam under a central load of 22 kN. Given: I XX = 8 × 10-6
m4 and E = 190 GN/m
350 mm inside diameter is subjected to an internal pressure of
Determine the necessary thickness of the shell, if the permissible s
2 of 2
R13
simply supported beam of span
kN/m over entire span. Draw the variation of
(16M)
cm is subjected to a
ketch the shear stress distribution along the depth of the beam (16M)
A girder of uniform section and constant depth is freely supported over a span
slopes at the ends of the
0 GN/m2 (16M)
mm inside diameter is subjected to an internal pressure of
the permissible stress in the shell
(16M)
SET - 2
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Code No: RT21013
II B. Tech I Semester Regular Examinations, Dec - 2015
STRENGTH OF MATERIALS - I (Civil Engineering)
Time: 3 hours Max. Marks: 70
Note: 1. Question Paper consists of two parts (Part-A and Part-B)
2. Answer ALL the question in Part-A
3. Answer any THREE Questions from Part-B
~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~
PART –A
1. a) Derive the volumetric strain and change in volume for a rectangular parallel-piped
b) Derive the relation between SF, BM, and rate of loading at a section
c) Derive and plot the variation of bending stress for a hollow rectangular section
d) Find the shear centre for an rectangular section
e) Apply moment area method to a cantilever beam carrying point load at the center and find
the deflection at the tip
f) Derive the relation for volumetric strain and volume change for a thick spherical shell
(4M+3M+4M+3M+4M+4M)
PART –B
2. A rod 1m long is 10 cm2 in area for a portion of its length and 5 cm
2 in area for the remainder.
The strain energy of the stepped bar is 40% that of a bar 10 cm2 in area 1m long under the
same maximum stress. What is the length of the portion of 10 cm2 in area
3. Draw the SFD and BMD for the beam loaded as shown in the Figure1
Figure1
4. a) State the assumptions involved in the theory of simple bending
b) Derive the section modulus for a box section
1 of 2
SET - 3 SET - 3 R13
16 kN/m
450
2 kN 0.8 kN/m 2 kN
3 kN 600
2m 2m 2m 3m 3m 3m
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Code No: RT21013
5. A beam of square cross section150 mm is placed in such away that its diagonal is the neutral
axis. It is subjected to a sheer force of 6 kN. Sketch the variation of shear stress along the depth
of the beam.
6. A horizontal steel girder having uniform cross-section is 14 m long and is simply supported at
its ends. It carries two concentrated loads as shown in Figure 2. Calculate the deflections of the
beam under the loads C and D. Take E = 250 GPa and I = 150x106mm
4.
Figure 2
7. A compound cylinder formed by shrinking one tube to another is subjected to an internal
pressure of 80 MN/m2 . Before the fluid is admitted the internal and external diameters of the
compound cylinder are 160 mm and 280 mm respectively and the diameter at the junction is
220 mm. If after shrinking on, the radial pressure at the common surface is 02 MN/m2
determine the final stresses developed in the compound cylinder.
2 of 2
SET - 3 R13
DA BC
6.5 m 3 m 4.5 m
12 kN 8 kN
14 m
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Code No: RT21013
II B. Tech I Semester Regular Examinations, Dec - 2015
STRENGTH OF MATERIALS - I (Civil Engineering)
Time: 3 hours Max. Marks: 70
Note: 1. Question Paper consists of two parts (Part-A and Part-B)
2. Answer ALL the question in Part-A
3. Answer any THREE Questions from Part-B
~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~
PART –A
1. a) Derive the expression for equivalent static load when a weight falls through a height h on the
flange attached at the end of a circular bar.
b) What is the convention for shear force and bending moment? Show with the help of
diagrams
c) Derive the variation of bending stress across a diamond section and plot the same
d) What is shear center? Locate the shear center for a channel section
e) Derive the expression for deflection under point load P situated at a distance a from one
end of a simply supported beam.
f) Prove that the net force on the longitudinal diametral section of a thin cylinder subjected to
internal pressure p equals the projected area times the applied pressure
(4M+4M+3M+3M+4M+4M)
PART –B
2. Determine the percentage change in volume of a steel bar 7.6 cm square section1 m lond when
subjected to an axial compressive load of 20 kN. What change in volume would a 10cm cube
of steel suffer at a depth of 4.8 km in sea water? E = 205kN/mm2 and G = 82 kN/mm
2
3. A 23 m long cantilever beam has a span of 16 m. The beam carries a load of 13 KN at 6 m
from the fixed end, and a distributed load the intensity of which varies linearly from zero at
fixed end to 6 KN/m at right free end. Draw the shear force and bending moment diagrams.
Find the magnitude and position of maximum bending moment.
1 of 2
SET - 4 R13
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Code No: RT21013
4. AnI-section has flanges of size 190 × 10 mm and its overall depth is 350 mm. Thickness of
webis 10 mm. It is used as a cantilever beam over a span of 5 m to carry a load of 50 kN/m
over its entire span. Find the bending stresses at the mid span.
5. An I-section with rectangular ends has the following dimensions.
i) Flanges: 13 cm x 2.2 cm ii) Web : 33 cm x 1.3 cm
Sketch the variation of shearing stress in the section for a shearing force of 10 kN
6. A overhang beam has two supports 4 a apart and has over hang portions of length a on either
side of the supports. It is carrying a load of 4W at the center, and a load of W at its extremes.
Determine the slope and deflection of the beam at the supports.
7. A pipe of 300 mm internal diameter and 60 mm thickness carries a fluid at a pressure of 15
MN/m2. Calculate the maximum and minimum intensities of circumferential stresses across the
section. Also sketch the radial stress distribution and circumferential stress distribution across
the section.
2 of 2
SET - 4 R13
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Code No: RT21024
II B. Tech I Semester Regular Examinations, Dec - 2015
COMPLEX VARIABLES AND STATISTICAL METHODS (Electrical and Electronics Engineering)
Time: 3 hours Max. Marks: 70
Note: 1. Question Paper consists of two parts (Part-A and Part-B)
2. Answer ALL the question in Part-A
3. Answer any THREE Questions from Part-B
~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~
Note :- Statistical tables are required
PART –A
1. a) Is 3( )f z z= analytic? (4M)
b) State Cauchy's Integral Theorem. (3M)
c)
Find the residues at the singular points of 2
9
( 1)
z i
z z
+
+.
(4M)
d) Find the fixed points of the transformation ( )2
w z i= − . (4M)
e) Define Population and Sample with examples. (3M)
f) Define one-tailed and two-tailed tests. (4M)
PART –B
2.
a) Show that for ( )
( ) ( )3 3 3 3
2 2
– , 0
0 , 0
x y i x yz
f z x y
z
+ + ≠
= +
=
the Cauchy-Riemann
equations are satisfied at the origin but the derivative of ( )f z at origin does not
exist.
(10M)
b) Find the analytic function ( ) f z u iv= + where sinxv e y= .
(6M)
3.
a) Evaluate
3
2
0
i
z dz
+
∫ along real axis from 0 to 3 and then vertically to 3 .i+
(8M)
b) Find the Laurent series of ( ) 2
1
4 3f z
z z=
− + , for 1 3 z< < .
(8M)
4.
a) Determine the poles of the function ( )( )2
1
2
zf z
z z
+=
− and the residue at each
pole.
(8M)
b) Use residue theorem to evaluate
2
05 3sin
dπ
θ
θ−∫ .
(8M)
1 of 2
R13 SET - 1
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Code No: RT21024
5.
a)
Determine the image of the region 3 5z − = under the transformation1
wz
= .
(8M)
b) Determine the bilinear transformation that maps the points 1 0 ,z =
2 32 , 2 z i z i= = − into the points 1 2 31 , 0 , w w w= − = = ∞ respectively.
(8M)
6. a) Determine the probability that X will be between 66.8 and 68.3 if a random
sample of size 25 is taken from an infinite population having the mean
68 3.andµ σ= =
(8M)
b) The average zinc concentration recovered from a sample of zinc measurements in
36 different locations is found to be 2.6 grams per milliliter. Find a 95%
confidence intervals for the mean zinc concentration in the river. Assume that the
population standard deviation is 0.3.
(8M)
7. a) A storekeeper wanted to buy a large quantity of bulbs from two brands A and B
respectively. He bought 100 bulbs from each brand A and B and found by testing
brand A had mean life time of 1120 hrs and the S.D of 75 hrs and brand B had
mean life time 1062 hrs and S.D of 82 hrs. Examine whether the difference of
means is significant. Use a 0.01 level of significance.
(8M)
b) An urban community would like to show that the incidence of breast cancer is
higher than in a nearby rural area. If it is found that 20 of 200 adult women in the
urban community have breast cancer and 10 of 150 adult women in the rural
community have breast cancer, can we conclude at the 0.01 level of significance
that breast cancer is more prevalent in the urban community?
(8M)
2 of 2
R13 SET - 1
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Code No: RT21024
II B. Tech I Semester Regular Examinations, Dec - 2015
COMPLEX VARIABLES AND STATISTICAL METHODS (Electrical and Electronics Engineering)
Time: 3 hours Max. Marks: 70
Note: 1. Question Paper consists of two parts (Part-A and Part-B)
2. Answer ALL the question in Part-A
3. Answer any THREE Questions from Part-B
~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~
Note :- Statistical tables are required
PART –A
1. a) Is 2( )f z z= analytic? (4M)
b) State Residue theorem. (3M)
c) Find the residues at the singular points of
2
4 z
z z
−
−.
(4M)
d) Find the fixed points of the transformation
z iw
z i
+=
−.
(4M)
e) Find the value of the finite population correction factor for n = 10 and
N = 1000.
(3M)
f) Define Type-I and Type-II errors in testing of hypothesis. (4M)
PART –B
2.
a) Show that for ( )
( )2
2 4
, 0
0 , 0
xy x iyz
f z x y
z
+≠
= + =
the Cauchy-Riemann equations are
satisfied at the origin but the derivative of ( )f z at origin does not exist.
(10M)
b) Find the analytic function ( ) f z u iv= + where sin cosu x hy= .
(6M)
3. a) Integrate ( ) 2f z x ixy= + from ( ) ( )1 ,1 2 , 8A to B along
the curve 3 , .x t y t= =
(8M)
b) Use Cauchy’s integral formula to evaluate
( )( )
2
1 2
z
C
edz
z z− −∫ where is the
circle 3 .z =
(8M)
4.
a) Determine the poles of the function ( )2
2
1zf z
z z
+=
− and the residue at each pole.
(8M)
b) Use residue theorem to evaluate ( ) ( )2 2
1 9
dx
x x
∞
− ∞+ +
∫ .
1 of 2
(8M)
R13 SET - 2
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Code No: RT21024
5.
a) Find and sketch the image of the region 1 0 , 0
2x y
π− ≤ ≤ ≤ ≤ under .zw e=
(8M)
b) Determine the bilinear transformation that maps the points 1 0 ,z =
2 31 , 2 z z= = into the points 1 2 3
1 11 , ,
2 3w w w= = = respectively.
(8M)
6. a) Find ( 66.75)P X > if a random sample of size 36 is drawn from an infinite
population with mean 63 9.andµ σ= =
(8M)
b) Determine a 95% confidence interval for the mean of a normal distribution with
variance 2σ = 0.25 , using a sample of 100n = values with mean 212.3.x =
(8M)
7. a) Two independent samples of size 9 and 8 had the following values of the
variables :
Sample I 17 27 18 25 27 29 27 23 17
Sample II 16 16 20 16 20 17 15 21
Do the estimates of the population variance differ significantly? Use a 0.05 level
of significance.
(8M)
b) In a study to estimate the proportion of residents in a certain city and its suburbs
who favor the construction of a nuclear power plant, it is found that 63 of 100
urban residents favor the construction while only 59 of 125 suburban residents
are in favor. Is there a significant difference between the proportion of urban and
suburban residents who favor construction of the nuclear plant? Use a 0.05 level
of significance.
(8M)
2 of 2
R13 SET - 2
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Code No: RT21024
II B. Tech I Semester Regular Examinations, Dec - 2015
COMPLEX VARIABLES AND STATISTICAL METHODS (Electrical and Electronics Engineering)
Time: 3 hours Max. Marks: 70
Note: 1. Question Paper consists of two parts (Part-A and Part-B)
2. Answer ALL the question in Part-A
3. Answer any THREE Questions from Part-B
~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~
Note :- Statistical tables are required
PART –A
1. a) Check analyticity by using Cauchys-Riemann Equations for ( )f z z z= . (4M)
b) State Laurent’s theorem. (3M)
c)
Find the residues at the singular points of 2
4
( 1)z +.
(4M)
d) Find the invariant points of the transformation
2 1
2
izw
z i
−=
+.
(4M)
e) Explain interval estimators of mean. (3M)
f) Write procedure for test of hypothesis concerning one mean for large sample. (4M)
PART –B
2.
a) Show that ( )
( )2 5
4 10
, 0
0 , 0
x y x iyz
f z x y
z
+≠
= + =
is not analytic at 0 ,z = although
the Cauchy-Riemann equations are satisfied at the origin.
(10M)
b) Find the analytic function ( ) f z u iv= + where cosxu e y= .
(6M)
3.
a) Evaluate ( )1
2
0
i
x iy dz
+
+∫ along the paths y x= and 2y x= .
(8M)
b) Find Taylor’s expansion of ( )3
2
2 1zf z
z z
+=
+ about the point z i= .
(8M)
4.
a) Determine the poles of the function ( )( ) ( )
2
21 2
zf z
z z=
− + and the residue at
each pole.
(8M)
b) Use residue theorem to evaluate ( )( )
2
2 21 4
xdx
x x
∞
− ∞ + +∫ .
1 of 2
(8M)
R13 SET - 3
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Code No: RT21024
5.
a) Find and sketch the image of the region
3 50.5 0.5 ,
4 4x y
π π− ≤ ≤ ≤ ≤ under
.zw e=
(8M)
b)
Determine the bilinear transformation that maps the points 1 0 ,z =
2 31 , z z= = ∞ into the points 1 2 31 , , 1 w w i w= − = − = respectively.
(8M)
6. a) Determine the probability that X will be between 22.39 and 22.41 if a random
sample of size 36 is taken from an infinite population having the mean
22.4 0.048.andµ σ= =
(8M)
b) The contents of 7 similar containers of sulfuric acid are 9.8, 10.2, 10.4, 9.8, 10.0,
10.2, and 9.6 liters. Find a 95% confidence interval for the mean of all such
containers, assuming an approximate normal distribution.
(8M)
7. a) In a random sample of 100 tube lights produced by company A, the mean life
time of tube light is 1190 hours with standard deviation of 90 hours. Also in a
random sample of 75 tube lights from company B the mean life time is 1230
hours with standard deviation of 120 hours. Is there a difference between the
mean lifetimes of the two brands of tube lights at a significance level of 0.05?
(8M)
b) Two samples of sodium vapor bulbs were tested for length of life and the
following results were returned :
Size Sample mean Sample S.D.
Type I 8 1234 hrs 36 hrs
Type II 7 1036 hrs 40 hrs
Is the difference in the means significant to generalize that type I is superior to
type II regarding length of life? Use a 0.05 level of significance.
(8M)
2 of 2
R13 SET - 3
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Code No: RT21024
II B. Tech I Semester Regular Examinations, Dec - 2015
COMPLEX VARIABLES AND STATISTICAL METHODS (Electrical and Electronics Engineering)
Time: 3 hours Max. Marks: 70
Note: 1. Question Paper consists of two parts (Part-A and Part-B)
2. Answer ALL the question in Part-A
3. Answer any THREE Questions from Part-B
~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~
Note :- Statistical tables are required
PART –A
1. a) Check analyticity by using Cauchys-Riemann Equations for
( ) (cos sin )xf z e y i y= + .
(4M)
b) State Taylor’s theorem. (3M)
c) Find the residues at the singular points of tan z . (4M)
d) Find the invariant points of the transformation
3 5
izw
z i
− −=
+.
(4M)
e) Define point estimator and unbiased estimator. (3M)
f) Write 2χ statistic for test of goodness of fit. (4M)
PART -B
2. a) Show that ( ) f z xy= is not analytic at 0 ,z = although the Cauchy-
Riemann equations are satisfied at the origin.
(10M)
b) Find the analytic function ( ) f z u iv= + where 3 23u x xy= − .
(6M)
3. a) Integrate ( ) 2f z x ixy= + from ( ) ( )1 ,1 2 , 4A to B along
the curve 2 , .x t y t= =
(8M)
b) Use Cauchy’s integral formula to evaluate
( )2
2 2
z
C
edz
z π+∫ where C is the circle
4 .z =
(8M)
4.
a) Find the residue of ( )( )
31
zze
f zz
=−
at its pole. (8M)
b) Use residue theorem to evaluate
21
dx
x
∞
− ∞+∫ .
(8M)
1 of 2
R13 SET - 4
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Code No: RT21024
5.
a) Determine and Plot the image of the region 2 3z< < and arg
4z
π< under
2w z= .
(8M)
b)
Determine the bilinear transformation that maps the points 1 1 ,z = −
2 3 , 1 z i z= = into the points 1 2 30 , , w w i w= = = ∞ respectively.
(8M)
6. a) Determine the probability that X will be between 75 and 78 if a random sample
of size 100 is taken from an infinite population having the mean 276 256.andµ σ= =
(8M)
b) A random sample of 8 envelopes is taken from the letter box of a post office and
their weights in grams are found to be: 12.1, 11.9, 12.4, 12.3, 11.5, 11.6, 12.1,
and 12.4. Find 95% confidence limits for the mean weight of the envelopes
received at that post office.
(8M)
7. a) A manufacturer claims that the average tensile strength of thread A exceed the
average tensile strength of thread B by at least 12 kilograms. To test his claim,
50 pieces of each type of thread are tested under similar conditions. Type A
thread had an average tensile strength of 86.7 kilograms with known standard
deviation of 6.28Aσ = kilograms, while type B thread had an average tensile
strength of 77.8 kilograms with known standard deviation of 5.61Bσ =
kilograms. Test the manufacturers claim at 0.01 level of significance.
(8M)
b) In two independent samples of sizes 8 and 10 the sum of squares of deviations of
the sample values from the respective sample means were 84.4 and 102.6. Test
whether the difference of variances of the populations is significant or not. Use a
0.05 level of significance.
(8M)
2 of 2
R13 SET - 4
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Code No: RT21034
II B. Tech I Semester Regular Examinations, Dec - 2015
MANAGERIAL ECONIMICS AND FINANCIAL ANALYSIS (Com. to ME, ECE, CSE, IT, ECC, MTE)
Time: 3 hours Max. Marks: 70
Note: 1. Question Paper consists of two parts (Part-A and Part-B)
2. Answer ALL the question in Part-A
3. Answer any THREE Questions from Part-B
~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~
PART –A
1. a) Identify nature of managerial economics through its definitions (4M)
b) Identify formula for any one method of measuring demand elasticity and describe
variables used in it.
(4M)
c) What are the uses of Cobb-Douglas production functions and where it can be
applicable?
(4M)
d) What are the different phases in business cycle and explain with the help of graph (4M)
e) Explain the convention of “Conservatism” in accounting (3M)
f) What is IRR and identify suitable formula for Internal Rate of Return (3M)
PART –B
2. a) What is the importance and uses of Managerial Economics to Engineers? How
can use these concepts to Manufacturing Sector?
(8M)
b) What are the objectives & uses of demand forecasting? How do you predict
demand for Steel Manufacturing?
(8M)
3. a) List different internal & external economies of scale of for Chemicals Production
Units like Ranbaxy Labs Ltd. & Dr. Reddy Labs Ltd.?
(8M)
b) Determine BEP, P/V Ratio and Sales level for a profit of Rs.15.00 Lakhs, if Fixed
Cost is Rs.25.00 Lakhs, Sales is Rs.175.00 Lakhs and Variable Cost is Rs.170.00
Lakhs.
(8M)
4. a) Differentiate features Monopolistic & Oligopolistic Markets (8M)
b) Explain in detail different stages of business life cycle, how recessionary trends
influence Capital Goods Sector?
(8M)
5. a) What is a Business Cycle and explain different stages of business cycle? (8M)
b) Differentiate Memorandum & Articles of Association? (8M)
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Code No: RT21034
6. a) Journalise following transactions in the Books of M/S. Telugunadu Industries
Ltd., for the month of Oct-15
Date Transaction Description Amount Rs.
01-10-2015 Business Commenced with Cash 5,00,000/-
03-10-2015 Deposited in Costal Andhra Bank 3,00,000/-
07-10-2015 Purchased Goods from M/s. LCB Ltd. 25,00,000/-
09-10-2015 Sold Goods to M/s. ANL Ltd. 50,00,000/-
15-10-2015 Purchased Motor Vehicle from M/s.TML Ltd. 10,00,000/-
21-10-2015 Purchased Office Furniture from M/s. Godrej
Ltd.
2,00,000/-
30-10-2015 Withdrawn Cash for office purpose 1,00,000/-
31-10-2015 Paid Salaries & Rent in Cash 75,000/-
(8M)
b) Determine Current Ratio, Quick Ratio, Cash Ratio & Working Capital Ratios
with the help of following information:
Description Amount Rs.
Cash & Bank Balances 11,50,000/-
Marketable Securities 5,00,000/-
Prepaid Expenses 1,50,000/
Outstanding Expenses 2,25,000/
Short Term Investments & Term Deposits 8,00,000/
Debtors & Bills Receivables 25,00,000/
Creditors & Bills payables 10,00,000/
Provision for Divided & Taxation 1,45,000/
Short Term Bank Loans 4,00,000/
Inventory 2,75,000/
(8M)
7. a) Compare merits & demerits of Pay Back Period & Accounting Rate of Return
Methods
(8M)
b) Determine Accounting Rate of Return(ARR) for the following two projects, if
Company follows Straight Line Method of Depreciation and consider scrap value
Description Project-A
Cash Flow Rs.
Project-B
Cash Flow Rs.
Initial Cost of Investment 125000 150000
I Year 35000 45000
II Year 40000 55000
III Year 45000 40000
IV Year 50000 65000
V Year 20000 35000
Salvage Value 20000 25000
(8M)
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Code No: RT21034
II B. Tech I Semester Regular Examinations, Dec - 2015
MANAGERIAL ECONIMICS AND FINANCIAL ANALYSIS (Com. to ME, ECE, CSE, IT, ECC, MTE)
Time: 3 hours Max. Marks: 70
Note: 1. Question Paper consists of two parts (Part-A and Part-B)
2. Answer ALL the question in Part-A
3. Answer any THREE Questions from Part-B
~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~
PART –A
1. a) Identify different scope areas of managerial economics? (4M)
b) Compare Point & Arc Elasticity of Demand (4M)
c) Explain Law of Variable Proportion? (4M)
d) List various features of Joint Stock Company. (4M)
e) Compare the convention of “Consistency & Full Disclosure” in accounting (3M)
f) List & identify formula for Net Present Value & Profitability Index (3M)
PART –B
2. a) What is the law of Demand? What are the different factors influencing Demand? (8M)
b) What are the objectives & uses of elasticity demand? Differentiate Promotional &
Cross Elasticity of demand?
(8M)
3. a) Explain the law of diminishing marginal utility with the help of suitable graph
under different stages of return of scale?
(8M)
b) Determine BEP, P/V Ratio and Sales level for a profit of Rs.25.00 Lakhs, if Fixed
Cost is Rs.15.00 Lakhs, Sales is Rs.190.00 Lakhs and Variable Cost is Rs.180.00
Lakhs.
(8M)
4. a) Differentiate features Perfect & Monopoly Markets (8M)
b) List different methods of pricing and explain any four of them in detail.
(8M)
5. a) Compare features & limitations of Partnership to that of Sole Trader form of
business.
(8M)
b) Differentiate features of Private Limited Company to that of Public Limited
Company?
(8M)
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Code No: RT21034
6. a) Prepare Three Column Cash Book following transactions in the Books of M/s.
Mahanadu Manufacturers Ltd., for the month of Oct-15
Date Transaction Description Amount Rs.
01-10-2015 Opening Balance of Cash 5,00,000/-
03-10-2015 Costal Andhra Bank Balance 3,00,000/-
07-10-2015 Purchased Goods from M/s. LCB Ltd. on
Credit
25,00,000/-
09-10-2015 Sold Goods to M/s. ANL Ltd. on Credit 50,00,000/-
11-10-2015 Received a bank cheque from M/s. ANL
Ltd & requested for a discount of Rs. 1.00
Lakh accepted
49,00,000/-
13-10-2015 Paid to M/s, LCB Ltd 10,00,000/-
15-10-2015 Purchased Motor Vehicle from M/s.TML
Ltd. for Rs. 10,50,000/- Paid Down
Payment of Rs. 50,000/- through Bank
10,50,000/-
21-10-2015 Purchased Office Furniture from M/s.
Godrej Ltd. and paid through bank
1,00,000/-
25-10-2015 Withdrawn Cash for office purpose 1,00,000/-
28-10-2015 Paid Salaries & Rent in Cash 75,000/-
30-10-2015 Interest payable 50.000/-
31-10-2015 Income Tax Payable 3,00,000/-
(8M)
b) Determine Debt-Equity Ratio, Proprietary Ratio and Funds Proportion Ratios
with the help of following information:
Description Amount Rs.
Equity Capital 10,00,000/-
Profit & Loss A/C(Profit) 5,00,000/-
Reserves & Surplus 3,00,000/
Premium on Issue of Shares & Debentures 2,50,000/
Debentures 30,00,000/
Long Term Fixed Deposits Accepted 5,00,000/
Long Term Bank Loans 15,00,000/
Provision for Divided & Taxation 1,50,000/
Short Term Bank Loans 5,00,000/
Fixed Assets 45,75,000/
(8M)
7. a) Compare merits & demerits of Net Present Value Method & Internal Rate of
Return Methods
(8M)
b) Determine NPV, Profitability Index and Internal Rate of Return(IRR) for the
following project.
Description Project-A
Cash Flow Rs.
PV Factor
15%
PV Factor
20%
Initial Cost of
Investment
225000 1.000 1.000
I Year 55000 0.870 0.833
II Year 45000 0.756 0.694
III Year 75000 0.658 0.579
IV Year 58000 0.572 0.482
V Year 29000 0.497 0.402
Salvage Value 24000 0.497 0.402
(8M)
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Code No: RT21034
II B. Tech I Semester Regular Examinations, Dec - 2015
MANAGERIAL ECONIMICS AND FINANCIAL ANALYSIS (Com. to ME, ECE, CSE, IT, ECC, MTE)
Time: 3 hours Max. Marks: 70
Note: 1. Question Paper consists of two parts (Part-A and Part-B)
2. Answer ALL the question in Part-A
3. Answer any THREE Questions from Part-B
~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~
PART –A
1. a) Differentiate Producer Durable & Non Durable and Consumer Durable & Non
Durable Goods Demand?
(4M)
b) How demand is forecasted through method of least squares method? (4M)
c) Explain Returns to Scale with the help of graph? (4M)
d) List various features of Departmental Type of Undertaking. (4M)
e) List & explain various functions of accounting (3M)
f) List & explain various steps involved in Capital Budgeting (3M)
PART –B
2. a) What are different distinctions of Demand? (8M)
b) What is price elasticity of demand? Explain Relatively Elastic, Relatively
Inelastic, Unity Elastic.
(8M)
3. a) Explain the least cost input output combinations with suitable graphs? (8M)
b) Determine P/V Ratio, Fixed Cost and BEP with the help of following
information:
Description 2014-15 2015-16
Sales(Rs. Lakhs) 10.00 50.00
Profit(Rs. Lakhs) 2.50 22.50
(8M)
4. a) How Price & Output determined under Perfect Competition in Short Run for
Industry & Firm? Explain with the help of graphs.
(8M)
b) What are the objectives and situation behind pricing strategies and explain cost
based pricing methods.
(8M)
5. a) Compare Objectives, features & limitations of Co-operative type of
organisation.
(8M)
b) What are the objectives & limitations of state enterprises?
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(8M)
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Code No: RT21034
6. a) Prepare Three Column Cash Book following transactions in the Books of M/s.
Indo-Japan Consultants Ltd., for the month of Oct-15
Date Transaction Description Amount Rs.
01-10-2015 Opening Balance of Cash 15,00,000/-
04-10-2015 Rayalaseema Bank Balance 30,00,000/-
05-10-2015 Purchased Goods on Credit 20,00,000/-
10-10-2015 Sold Goods on Credit 50,00,000/-
12-10-2015 Received a bank cheque from Mr. Srinivas 40,00,000/-
14-10-2015 Paid to M/s, LCB Ltd 10,00,000/-
16-10-2015 Purchased Motor Vehicle from M/s.SML Paid
Down Payment through cash
1,50,000/-
18-10-2015 Purchased Office Furniture from M/s. Godrej
Ltd. and paid through bank
1,50,000/-
20-10-2015 Withdrawn Cash for office purpose 4,00,000/-
22-10-2015 Paid Salaries & Wages though Bank 2,75,000/-
24-10-2015 Interest credited in bank 50.000/-
26-10-2015 Income Tax Paid 2,00,000/-
28-10-2015 Deposited Cash in Bank 25,000/-
30-10-2015 Received cheque from Mr. Pullarao 2,50,000/-
(8M)
b) Determine Interest Coverage and equity Ratio and Debt Ratio with the help of
following information:
Description Amount Rs.
EBIT 50,00,000/-
Taxation 50%
Long Term Institutional Loans( Repayable 5 Years) and 10%
Interest 10,00,000/
5 Years 12% Debentures 50,00,000/
Long Term Bank Working Capital Loan for 5 Years at an interest
of 30%
15,00,000/-
(8M)
7. a) How do you estimate cash flow? Compare merits & demerits of traditional
methods & DCF methods.
(8M)
b) Determine NPV, Profitability Index and Internal Rate of Return(IRR) for the
following project.
Description Project-A
Cash Flow Rs.
PV Factor
15%
PV Factor
20%
Initial Cost of
Investment
900000 1.000 1.000
I Year 350000 0.870 0.833
II Year 400000 0.756 0.694
III Year 245000 0.658 0.579
IV Year 350000 0.572 0.482
V Year 220000 0.497 0.402
Salvage Value 120000 0.497 0.402
(8M)
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Code No: RT21034
II B. Tech I Semester Regular Examinations, Dec - 2015
MANAGERIAL ECONIMICS AND FINANCIAL ANALYSIS (Com. to ME, ECE, CSE, IT, ECC, MTE)
Time: 3 hours Max. Marks: 70
Note: 1. Question Paper consists of two parts (Part-A and Part-B)
2. Answer ALL the question in Part-A
3. Answer any THREE Questions from Part-B
~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~
PART –A
1. a) How knowledge of Economics, Management and Operations Research helpful in
decision making?
(4M)
b) List qualitative methods of demand forecasting and explain opinion poll
methods?
(4M)
c) Identify properties of Iso-Product Curves with the help of graph? (4M)