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CuriousTab

Surveying problems


  • 1. The power of a lens

  • Options
  • A. is reciprocal of its focal length
  • B. is positive if it is a convex lens
  • C. is negative if it is a concave lens
  • D. is measured in diopter.
  • Discuss
  • 2. An angle of deflection right, may be directly obtained by setting the instrument to read

  • Options
  • A. zero on back station
  • B. 180° on back station
  • C. 90°
  • D. 270° on back station.
  • Discuss
  • 3. The reduced bearing of a line is N 87° W. Its whole circle bearing is

  • Options
  • A. 87°
  • B. 273°
  • C. 93°
  • D. 3°
  • Discuss
  • 4. Accurate measurement of deflection angles with a transit not properly adjusted may be made by

  • Options
  • A. setting the vernier A at zero at back station and then plunging the telescope
  • B. setting the vernier A at zero at back station and turning the instrument to the forward station
  • C. taking two back sights one with the telescope normal and the other with telescope inverted
  • D. none of these.
  • Discuss
  • 5. If whole circle bearing of a line is 120°, its reduced bearing is

  • Options
  • A. S 20° E
  • B. S 60° E
  • C. N 120° E
  • D. N 60° E.
  • Discuss
  • 6. Transition curves are introduced at either end of a circular curve, to obtain

  • Options
  • A. gradually decrease of curvature from zero at the tangent point to the specified quantity at the junction of the transition curve with main curve
  • B. gradual increase of super-elevation from zero at the tangent point to the specified amount at the junction of the transition curve with main curve
  • C. gradual change of gradient from zero at the tangent point to the specified amount at the junction of the transition curve with main curve
  • D. none of these.
  • Discuss
  • 7. The distance between the point of intersection of an up grade + g1% and downgrade g2% and the highest point of the vertical curve of length L, is

  • Options
  • A.
  • B.
  • C.
  • D. .
  • Discuss
  • 8. If L is in kilometres, the curvature correction is

  • Options
  • A. 58.2 L2 mm
  • B. 64.8 L2 mm
  • C. 74.8 L2 mm
  • D. 78.4 L2 mm.
  • Discuss
  • 9. A standard steel tape of length 30 m and cross-section 15 x 1.0 mm was standardised at 25°C and at 30 kg pull. While measuring a base line at the same temperature, the pull applied was 40 kg. If the modulus of elasticity of steel tape is 2.2 x 106 kg/cm2, the correction to be applied is

  • Options
  • A. - 0.000909 m
  • B. + 0.0909 m
  • C. 0.000909 m
  • D. none of these
  • Discuss
  • 10. The zero of the graduated circle of a prismatic compass is located at

  • Options
  • A. north end
  • B. east end
  • C. south end
  • D. west end.
  • Discuss

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