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JNTU B.Tech II PROPERTIES AND STRENGTH OF MATERIALS Previous Question Paper (April/May - 2018 - R13)

B.Tech | II | II-I | R13 | April/May - 2018

Answer PaperPaper Code: 113AJMaximum Marks: 75Time: 3 Hours

Note: This question paper contains two parts A and B. Part A is compulsory which carries 25 marks. Answer all questions in Part A. Part B consists of 5 Units. Answer any one full question from each unit. Each question carries 10 marks and may have a, b, c as sub questions.

Part A

125 marks
a

Explain various properties of tiles.

2 marks

Answer

Tiles must possess high compressive strength to withstand loads, low water absorption to prevent dampness, and durability against weathering and chemical attack. They should also exhibit dimensional stability, uniform color, and resistance to abrasion.

b

Describe various properties of cement and various uses of cement mortar.

3 marks

Answer

Cement properties include fineness (affects hydration rate), setting time (initial and final), soundness (volume stability), and compressive strength. Cement mortar is used for brickwork, stone masonry, plastering, pointing, and as a bedding material for flooring.

c

Describe different characteristics of wrought iron.

2 marks

Answer

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d

Explain different properties and uses of steel.

3 marks

Answer

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e

Explain the differences between elastic limit and proportionality limit.

2 marks

Answer

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f

What is strain hardening of a material? How does it influence behavior of a material?

3 marks

Answer

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g

State various limitations of Euler’s theory.

2 marks

Answer

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h

Explain the differences between buckling and crushing failures of column.

3 marks

Answer

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i

Define throat thickness of weld.

2 marks

Answer

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j

What are the parameters that effect the choice of single and double penetration welds?

3 marks

Answer

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Part B

210 marks
a

Discuss the various characteristics of good building stone. What should be the qualities of a good brick earth?

5 marks

Answer

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b

What are the various field tests performed on cement? Explain in brief.

5 marks

Answer

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OR
310 marks
a

Write a short notes on the various types of glasses which are generally manufactured.

5 marks

Answer

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b

What is the difference between fire bricks and ordinary bricks? How fire bricks are burnt and where they are used?

5 marks

Answer

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4

How has been steel classified by I.S.I? State with illustrations.

10 marks

Answer

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OR
5

Write short notes on:

a) Decay in timber

b) Laminated board

c) Qualities of good timber.

10 marks

Answer

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610 marks
a

Find the expression for the elongation of a tapered bar of length 'l' whose diameter varies uniformly from 'd' at one end to 'D' at other end, when subjected to an axial pull P and modulus of elasticity E?

5 marks

Answer

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b

A bar 24 mm diameter and 400 mm length is acted upon by an axial load of 30 kN. The elongation of the bar and change in diameter are measured as 0.165 mm and 0.0031 mm respectively. Determine: i) the poisons ratio ii) the values of three moduli.

5 marks

Answer

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OR
7

Derive an expression for maximum deflection of a simply supported beam with a central point load “W” by double integration method.

10 marks

Answer

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810 marks
a

Derive an expression for Euler’s formula when both ends of column are fixed.

5 marks

Answer

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b

Explain in detail the assumptions and limitations of Euler’s Theory.

5 marks

Answer

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OR
9

A tubular strut pin jointed at both ends has outer and inner diameters as 40 mm and 36 mm respectively and 2.4 m long. Compare the crippling loads given by Euler’s and Rankine’s formulae. E = 204 MPa, yield stress = 310 MPa, Rankine’s constant is 1/7500. If the elastic limit stress is taken as 220 MPa, find the length below which the Euler’s formula ceases to apply.

10 marks

Answer

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1010 marks
a

What are the factors that affect the quality of weld?

5 marks

Answer

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b

Write a short notes on the following: i) Slot welding ii) Lamellar tearing iii) Slag inclusion.

5 marks

Answer

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OR
11

Analyse the stability of a given gravity dam shown in figure for the following condition friction coefficient between concrete-foundation is 0.70, allowable shear stress at the foundation level is 2200 KN/m2, allowable compressive and shear stress in concrete are 2700 KN/m2, and 2400 kN/m2, respectively. Allowable compressive stress in foundation material is 2700 kN/m2, take specific weight of concrete and water as 24 kN/m3 and 10 kN/m3 respectively.

10 marks

Answer

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