1 (a)
Following staff readings were taken on an uneven ground with a 4 m leveling staff. Calculate reduced levels of the points by height of instrument method and apply usual checks. The instrument was shifted after 3rd, 6th and 9th readings. The first reading was taken on a bench mark of 100 m. 1.20, 2.65, 3.50, 2.40, 1.95, 0.90, 1.80, 3.70, 2.50, 0.85, 1.70.
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1 (b)
Discuss the characteristics of contour with suitable sketches.
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2 (a)
Following bearings were observed in a closed traver
se, determine the included angles.
Line | F.B. | B.B. |
AB | 70 | 250 |
BC | 110 | 290 |
CD | 160 | 340 |
DE | 220 | 40 |
EA | 300 | 20 |
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2 (b)
Explain the fundamental principles of surveying.
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3 (a)
The distance between two points on the ground was measured with a 20m chain and was found to be 1800m. The same distance was measured with a 30m chain and found to be 1740m. If the 20m chain was 5cm too short, what was the error in the 30m chain?
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3 (b)
How will you calculate the area having irregular boundary with the help of a plannimeter?
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4 (a)
Discuss the types of loads acting on the building.
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4 (b)
Explain the common Building components and their functions.
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5 (a)
Discuss the requirements of good quality bricks.
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5 (b)
Discuss the various construction materials used in
Civil Engineering.
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6 (a)
Write short note on traffic control devices
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6 (b)
With the neat sketch explain hydrological cycle.
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7 (a)
Discuss the methods to control the flood.
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7 (b)
What are the various modes of transportation? Discuss them.
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