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JNTU B.Tech II Year PRINCIPLES OF CIVIL AND STRUCTURAL ENGINEERING Previous Question Paper (May/June - 2019 - R15)

B.Tech | II Year | II-I | R15 | May/June - 2019

Answer PaperPaper Code: 123CQMaximum Marks: 75Time: 3 Hours

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.

Main

125 marks
a

Differentiate between true meridian and magnetic meridian.

2 marks

Answer

The true meridian is the line passing through the geographic North and South poles, representing the true north direction. The magnetic meridian is the direction indicated by a freely suspended, balanced magnetic needle unaffected by local attraction, representing the magnetic north.

b

With help of neat sketch explain about bubble line.

3 marks

Answer

The bubble line (or axis of the bubble tube) is an imaginary line tangential to the longitudinal curve of the bubble tube at its center point. When the bubble is centered, this line is perfectly horizontal. In a sketch, it appears as a horizontal line passing through the center of the air bubble, perpendicular to the vertical axis of the instrument, ensuring the leveling of the survey equipment.

c

What are the advantages and disadvantages of rise and fall method?

2 marks

Answer

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d

Why contour maps are prepared?

3 marks

Answer

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e

What do you mean by hydrographic survey?

2 marks

Answer

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f

What is difference between range and pseudo range?

3 marks

Answer

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g

Write Bouge's compounds.

2 marks

Answer

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h

Mention different tests which are commonly adopted to measure workability.

3 marks

Answer

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i

What is Abram's law?

2 marks

Answer

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j

Write various tests on hardened concrete.

3 marks

Answer

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210 marks
a

What are the different tape corrections? How are they applied in linear corrections?

6 marks

Answer

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b

Explain bearing. What are the different systems of designation of bearings? Explain.

4 marks

Answer

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OR
310 marks
a

The following bearings were taken in traversing with a compass. Locate the local attraction and determine the corrected bearings.

6 marks

Answer

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b

Define: i) Dip ii) Declination.

2 marks

Answer

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c

What is local attraction? How it is detected and corrected?

2 marks

Answer

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410 marks
a

List out levels and leveling temporary operations.

6 marks

Answer

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b

Discuss the effect of curvature and refraction leveling. Find correction due to each and the combined correction.

2 marks

Answer

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c

Write about contour line and contour interval.

2 marks

Answer

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OR
510 marks
a

What are the various applications of countering?

4 marks

Answer

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b

During a construction work the bottom of a sunshade A was taken as a temporary benchmark having R.L = 63.120m. The following readings were taken: Inverted staff reading on BM at A = 2.232m; Reading on peg P on ground = 1.034 m; Change of instrument Reading on peg P on ground = 1.328m; Inverted staff reading on the bottom of cornice B = 4.124m. Calculate the R.L of cornice B. Use HI method.

6 marks

Answer

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610 marks
a

Explain what are the latest advancements in total station techniques and their significance.

2 marks

Answer

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b

Name the different segments of global positioning system.

4 marks

Answer

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c

Explain about shoreline survey.

4 marks

Answer

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OR
710 marks
a

Discuss the method of data recording and post processing in a global positioning system.

5 marks

Answer

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b

Explain the importance of hydrographic survey and methods of sounding.

5 marks

Answer

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810 marks
a

Classify different types of aggregates and factors to be considered during the study of aggregates and explain them.

8 marks

Answer

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b

Define mixing and batching of concrete.

2 marks

Answer

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OR
910 marks
a

Explain in brief about the segregation and bleeding of concrete. Also explain how these can be prevented in concrete making.

4 marks

Answer

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b

Mention the different laboratory tests to be conducted on cement and explain in detail any two tests.

6 marks

Answer

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1010 marks
a

Explain briefly different types of curing.

5 marks

Answer

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b

Explain Griffith’s hypothesis.

5 marks

Answer

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OR
1110 marks
a

Explain in detail gel-space ratio.

4 marks

Answer

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b

Estimate the strength of concrete at 21 days using maturity concept for M40 grade cement cured at 12℃ for 4 hours and 18℃ for 8 hours and 21℃ for the rest of the period? Plowman's coefficients are A=21 and B=61.

6 marks

Answer

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This page contains the solved question paper with answers of PRINCIPLES OF CIVIL AND STRUCTURAL ENGINEERING from JNTU for B.Tech PTM II Year II-I, May/June - 2019, R15.

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