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  • Question
  • A transit is oriented by setting its vernier A to read the back azimuth of the preceding line. A back sight on the preceding transit station taken and transit is rotated about its vertical axis. The vernier A reads


  • Options
  • A. azimuth of the forward line
  • B. bearing of the. forward line
  • C. back bearing of the forward line
  • D. equal to 360°-azimuth of the forward line.

  • Correct Answer
  • azimuth of the forward line 


  • Surveying problems


    Search Results


    • 1. If ? is the angle of deflection of a simple curve of radius R, the length of its long chord, is

    • Options
    • A. R cos
    • B. 2R cos
    • C. R sin
    • D. 2R sin .
    • Discuss
    • 2. The lens equation is applicable

    • Options
    • A. when the thickness of the lens is small
    • B. only to conjugate distances along the principal axis
    • C. the computed quantities are accurate enough for geometrical optics of simple distances
    • D. all the above.
    • Discuss
    • 3. The bearing of line AB is 152° 30' and angle ABC measured clockwise is 124° 28'. The bearing of BC is

    • Options
    • A. 27° 52'
    • B. 96° 58'
    • C. 148° 08'
    • D. 186° 58'
    • Discuss
    • 4. While working on a plane table, the correct rule is :

    • Options
    • A. Draw continuous lines from all instrument stations
    • B. Draw short rays sufficient to contain the points sought
    • C. Intersection should be obtained by actually drawing second rays
    • D. Take maximum number of sights as possible from each station to distant objects.
    • Discuss
    • 5. In geodetic surveys higher accuracy is achieved, if

    • Options
    • A. curvature of the earth surface is ignored
    • B. curvature of the earth surface is taken into account
    • C. angles between the curved lines are treated as plane angles
    • D. none of these.
    • Discuss
    • 6. Contours of different elevations may cross each other only in the case of

    • Options
    • A. an over hanging cliff
    • B. a vertical cliff
    • C. a saddle
    • D. an inclined plane.
    • Discuss
    • 7. Determining the difference in elevation between two points on the surface of the earth, is known as

    • Options
    • A. levelling
    • B. simple levelling
    • C. differential levelling
    • D. longitudinal levelling.
    • Discuss
    • 8. In case of a direct vernier scale

    • Options
    • A. graduations increase in opposite direction in which graduations of the main scale increase
    • B. smallest division is longer than smallest division of the main scale
    • C. graduations increase in the same direction in which graduations of the main scale increase
    • D. none of these.
    • Discuss
    • 9. Permanent adjustments of a level are

    • Options
    • A. 2 in number
    • B. 3 in number
    • C. 4 in number
    • D. 6 in number
    • Discuss
    • 10. The radius of a simple circular curve is 300 m and length of its specified chord is 30 m. The degree of the curve is

    • Options
    • A. 5.73°
    • B. 5.37°
    • C. 3.57°
    • D. 3.75°.
    • Discuss


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