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Surveying problems


  • 1. The branch of surveying in which both horizontal and vertical positions of a point, are determined by making instrumental observations, is known

  • Options
  • A. tacheometry
  • B. tachemetry
  • C. telemetry
  • D. all the above.
  • Discuss
  • 2. The latitude of a traverse leg is obtained by multiplying its length by

  • Options
  • A. tangent of its reduced bearing
  • B. sign of its reduced bearing
  • C. cosine of its reduced bearing
  • D. cosecant of its reduced bearing.
  • Discuss
  • 3. Probable systematic error in precise levelling as recommended by International Geodetic Association should not exceed
    (where k is in kilometers.)

  • Options
  • A. ± 0.1 k mm
  • B. ± 0.2 k mm
  • C. ± 0.1 k
  • D. 0.2 k mm.
  • Discuss
  • 4. If the rate of gain of radial acceleration is 0.3 m per sec3 and full centrifugal ratio is developed. On the curve the ratio of the length of the transition curve of same radius on road and railway, is

  • Options
  • A. 2.828
  • B. 3.828
  • C. 1.828
  • D. 0.828.
  • Discuss
  • 5. True meridian of different places

  • Options
  • A. converge from the south pole to the north pole
  • B. converge from the north pole to the south pole
  • C. converge from the equator to the poles
  • D. run parallel to each other.
  • Discuss
  • 6. For setting out a simple curve, using two theodolites.

  • Options
  • A. offsets from tangents are required
  • B. offsets from chord produced are required
  • C. offsets from long chord are required
  • D. deflection angles from Rankine's formula are required
  • E. none of these.
  • Discuss
  • 7. Orientation of a plane table by solving two point problem is only adopted when

  • Options
  • A. saving of time is a main factor
  • B. better accuracy is a main factor
  • C. given points are inaccessible
  • D. none of these.
  • Discuss
  • 8. Measuring with a 30 m chain, 0.01 m too short, introduces

  • Options
  • A. positive compensating error
  • B. negative compensating error
  • C. positive cumulative error
  • D. negative cumulative error.
  • Discuss
  • 9. A uniform slope was measured by the method of stepping. If the difference in level between two points is 1.8 m and the slope distance between them is 15 m, the error is approximately equal to

  • Options
  • A. cumulative, + 0.11 m
  • B. compensating, ± 0.11 m
  • C. cumulative, - 0.11 m
  • D. none of these
  • Discuss
  • 10. Keeping the instrument height as 1 Civil Engineering Surveying: Keeping the instrument height as 1 m, length of staff 4 m, the up gradient of the ground 1 in 10, the sight on the up slope must be less than

  • Options
  • A. 25 cm
  • B. 20 m
  • C. 45 m
  • D. 10 m
  • Discuss

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