Sathyabama University Question Papers Com

I am taking part in the Sathyabama University M.Sc. maths exam so I need the Question Papers of the exam so give me the question papers and also provide me the website where I can get the question papers?

Y ou want Sathyabama University M.Sc. maths exam question paper so here is some questions of question paper:

Definition 1: Laplace Transform of f(t)
If f(t) is a function of t defined for all 0 t≥ , then the Laplace transform of f(t)
denoted by L[f(t)] is defined as

Definition 2: Condition for the Existence of Laplace Transform
The laplace transforms of the function f(t) defined for 0 t≥ exists if f(t) is
(i) Piecewise continuous in every finite interval in the range 0 t≥ . (ii) Of the exponential Order






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Sathyabama University MSC maths Question Papers.pdf (378.4 KB, 66 views)

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List of few questions of 1st Semester Engineering Mathematics - I of sathyabama university is given below:
2. Separate into real and imaginary parts of cos(x+iy)

3. Find the direction cosines of the line joining points (2,3,5) and (1,-3,2).

4. Find the centre and radius of the sphere 4(x2+y2+z2) – 8x +12y – 16z – 20 = 0.

5. Find the rank of matrix.

6. Find the sum and product of eigen values of the matrix

7. Evaluate

8. Sketch roughly the region of integration for the double integral .

9. Evaluate

10. Write the relation between Beta and Gamma functions.

PART – B
Answer All the Questions

11. Expand Sin4Cos3 in a series of cosines of multiples of .
(or)

12. It cos(u+iv) = x+iy where u,v,x,y as real, prove that
(i) (1+x)2 + y2 = (Coshv + cos u)2
(ii) (1-x)2 + y2 = (Coshv – Cos u)2

13. Find the Shortest distance between the lines Find also the equation to the line of shortest distance.
(or)

14. Find the equation of the sphere which touches the plane 3x+2y-z+2=0 at the point p(1,-2,1) and also cuts orthogonally the sphere x2+y2+z2-4x+6y+4 = 0.

15. State Cayley–Hamilton theorem and find the inverse of the matrix A = using Cayley – Hamilton theorem hence find A4.

Course & Branch: B.E - CIVIL
Title of the paper: Design & Drawing (RCC& Steel)
Semester: VII

1. Design and detail the stem of the cantilever retaining wall for the given data
Height of the fill to the retained by the wall = 4m
Surcharge = m constant
Density of soil = 1800kg/m3
Angle of internal friction = 30
Coefficient of friction between the soil and concrete = 0.4
Bearing capacity of soil = 15t/m2
IS 456 - 1964
(or)
2. Design and detail the wall of a circular tank for the given data.
Capacity = 350m3
Tank rests on the ground. Bearing capacity of soil = 10t/m2
A sliding joint is provided between the base and the side walls.
Materials available: M200 grade concrete and Steel grade – 1

3. The main tie of a roof truss has to carry a load of 800kN. Design
(a) a suitable double angle section.
(b) a suitable riveted connection to join the member to the
gusset plate.
(or)
4. Design a grillage foundation for the given data,
Total axial load on the section = 200 tonnes
Length of column = 5m
Column is effectivity held in position at both ends and
retauned in direction at one end
Compressive strength in concrete = 400 tonnes/m2
Bearing capacity of soil = 30 tonnes/m2

PART – A (10 x 2 = 20)
Answer ALL the Questions

1. What do you mean by post tensioning system?

2. Explain Load balancing concept.

3. Write down the formula required for finding the ultimate moment of resistance of prestressed concrete beam when the neutral axis lies outside the flange.

4. What is effective reinforcement ratio?

5. Define anchorage zone.

6. Give the upward deflection exerted by the parabolic and straight tendon of prestressed concrete beam.

7. Define anchorage zone.

8. What is bursting stress in prestressed concrete?

9. What do you mean by concordant cable profile?

10. Define the term: secondary moment.

PART – B (5 x 12 = 60)
Answer All the Questions

11. A prestressed concrete beam 200mm wide and 400mm deep is prestressed with wires of area 375mm2 located at constant eccentricity of 100mm and carrying an initial stress of 1300N/mm2. The span of the beam is 10m. Calculate the percentage of loss of stress in wires if
(a) the beam is pretensioned and
(b) the beam is post tensioned using the following data: Es = 210 kN/mm2, Ec = 35 kN/mm2, relaxation of steel stress = 5% of initial stress, shrinkage concrete = 300 x 10-6 for pretensioning and 200 x 10-6 for post tensioning, creep coefficient = 1.6, slip at anchorage = 1.5mm, frictional coefficient for wave effect = 0.0015/m. Assume the wires are simultaneously tensioned in the case of post tensioning system.
(or)
12. Explain Freyssinet system of post tensioning method along with sketches.

13. A pretensioned T-section is having flange width of 1300mm and thickness 125mm. the width and depth of rib is 230mm and 1500mm respectively. The area of high tensile steel is 5000mm2 located at an effective depth of 1550mm. If the characteristic strength of concrete and steel are 40N/mm2 and 1600 N/mm2, calculate the flexural strength of T-beam.
(or)
14. A post tensioned prestressed concrete beam of rectangular section 300mm wide x 750mm deep is prestressed by an effective force of 190 kN acting at an eccentricity of 200mm. At service load conditions, a section of beam is subjected to a bending moment of 260 kNm and a transverse shear force of 110 kN. If fck = 40 N/mm2, f¬¬¬y = 415 N/mm2, fp = 1700 N/mm2, design suitable shear reinforcement in the section using IS:1343 – 1980 recommendations. Ap = 275mm2, fpe = 750 MPa.

15. A concrete beam is having a rectangular section 150mm wide and 350mm deep presetressed by parabolic and straight tendons with eccentric anchors having eccentricity of 75mm below the neutral axis and 30mm at the supports. Here 11 = 2m and 12 = 2.5m. If the span of the beam is 9m and the live load is 2.5 kN/m, estimate the short time deflection at the centre of the beam. Assuming E = 38 kN/mm2, creep coefficient = 2.0, loss of prestress = 20% of initial stress after 6 months. Estimate the long term deflection at the centre of the span and assuming that the dead and live loads are simultaneously applied after the release of prestress. The prestressing force is 250kN.

(or)
16. A concrete beam is of I-section having flanges of 300mm x 15mm and web of 250mm x 15mm prestressed by trapezoidal tendon having eccentricity of 75mm below the neutral axis and zero at the supports. Here 11 = 1.5m and 12 = 2.5m. If the span of the beam is 8m and the live load is 2.0 kN/m, estimate the short time deflection at the centre of the beam. Assuming E = 38 kN/mm2, creep coefficient = 2.0, loss of prestress = 15% of initial stress after 6 months. Estimate the long term deflection at the centre of the span and assuming that the dead and live loads are simultaneously applied after the release of prestress. The prestressing force is 250 kN.

17. Explain the stress distribution in end block of single anchor plate and double anchor plate.
(or)
18. Explain Magnel’s method of determining the horizontal and shearing stresses in the end block.

19. Explain Linear Transformation an Concordant cable profile with neat sketches.
(or)
20. A continuous prestressed concrete beam is shown in fig 1 given below. The tendon has an eccentricity at A and is bent sharply at D and B and has a parabolic profile for the span BC. Locate the actual position of C-line due to prestress alone. Prestressing force: 800 kN.

PART – A (10 x 2 = 20)
Answer ALL the Questions

1. List out the objectives of water resources management.

2. Name some of the important river basins in Tamilnadu.

3. What is a hydrologic cycle?

4. What are the losses involved sin rainfall-runoff process?

5. What do you mean by consumptive use of water?

6. Show the break up of water use for domestic consumption.

7. Define trap efficiency.

8. What is meant by “Design flood” and what is its importance?

9. What is meant by surface and sub-surface irrigation?

10. Define base period of a crop.


PART – B (5 x 12 = 60)
Answer All the Questions
11. Explain in detail the necessity for conversation and development of country’s water resources.
(or)
12. (a) What are the environmental issues in implementing the
water resources project? (5)
(b) Explain the water policy adopted in Tamilnadu as well as in India. (7)

13. Discuss briefly the three important methods, which are used for determining the mean rainfall over a drainage basin.
(or)
14. What is meant by runoff and how is it produced? Discuss the various factors on which it depends.

15. How do you work out the water requirements of a particular region for its irrigation and municipal needs?
(or)
16. What should be the criteria for allocating water for different uses in a region? Discuss.

17. (a) What is the relation between reservoir capacity and reservoir
yield? (3)
(b) Explain the mass curve method that can be used for determining the reservoir capacity for fulfilling the given demand. (9)
(or)
18. Define the term drought. How will you assess the drought and explain the mitigation measures involved in it?

19. Define irrigation and explain its necessity. What are the advantages and ill-effects of assured irrigation?
(or)
20. Remote sensing techniques have found greatest advantages in water resources management – Discuss.

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Can any one here please provide me the old Question paper of Engineering Mathematics-IV of Sathyabama University???????

Sathyabama University is a private university, founded in 1988 as Sathyabama Engineering College by Jeppiaar Educational Trust. The Ministry of Human Resources Development declared the college as a 'University' on 13 September 2006, under section 3 of the UGC Act

Here I am sharing the old Question paper of Engineering Mathematics-IV of Sathyabama University

1. What is the value of bn when the function f(x)=x2 expanded as a Fourier series
in (-π, π)?
2. State Dirichlet conditions for a function to be expanded as a Fourier series.
3. If f(x) = sinx in -π ≤ x ≤ π, find an
4. Write the complex form of Fourier series of f(x) in 0<x<l.
5. Find the Fourier cosine series for the function f(x)=k, 0<x<π
6. State parseval’s identity on Fourier series
7. Write the formulas for finding the Euler’s constants in the Fourier series expansion of f(x) in (-π, π).
8. Find the root mean square value of the function f(x) = x in the interval (0,1).
9. Define Harmonic analysis.
10.Find the partial differential equation by eliminating arbitrary constants a & b .
from z = (x+a)(y+b)










Address:
Sathyabama University
Rajiv Gandhi Road, Jeppiaar Nagar,
Sholinganallur, Chennai,
Tamil Nadu 600119 ‎
044 2450 3151

Map:



Image:

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I need the Sathyabama University Question Paper of Biology; can you provide me the same???

Sathyabama University was established in the year 1988, it has been accredited by the National Assessment and Accreditation Council (NAAC) with A grade.

As you required for the Sathyabama University Question Paper of Biology, here I am uploading a pdf file having the same. There are objective types of the questions available. Following is the content of attachment:


SAMPLE QUESTIONS – BIOLOGY
1. Species plantarum and Genera plantarum were written by
a. Bentham and Hooker
b. Carolus Linnaeus
c. Engler and Prantl
d. Hutchinsons

2. Select the correct hierarchy
a. Kingdom, Class, Series, Family, Genera, Species
b. Kingdom, Series, Class, Family, Genera, Species
c. Kingdom, Class, Family, Series, Genera, Species
d. Kingdom, Family, Series, Class, Genera, Species

3. Cell Theory was proposed by
a. Darwin & Wallace
b. Mendel and Morgan
c. Schleiden & Schwan
d. Watson and Crick

4. Animal cells differ from plant cells in having
a. Endoplasmic reticulum
b. Golgi complex
c. Centrioles
d. Ribosomes

5. Chemical nature of the cell membrane
a. Mucopolysaccharides
b. Lipopolysaccharides
c. Mucoproteins
d. Lipoproteins

6. Dictyosomes in plant cells are
a. Endoplasmic reticulum
b. Golgi complex
c. Ribosomes
d. Chloroplast

7. Power House of the cell is
a. Mitochondria
b. Golgi complex
c. Ribosomes
d. Chloroplast

8. Arrangement of chromosome in equatorial plate occurs in
a. Prophase
b. Metaphase
c. Anaphase
d. Telophase

9. Synapsis takes place during
a. Leptotene
b. Zygotene
c. Pachytene
d. Diakinesis

10. The organelle that plays an important role in protein synthesis
a. Endoplasmic reticulum
b. Golgi complex
c. Ribosomes
d. Chloroplast

Address
Sathyabama University
Rajiv Gandhi Road, Jeppiaar Nagar, Sholinganallur, Chennai, Tamil Nadu 600119 ‎
044 2450 3151 ‎

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tell the English honours syllabus .