logo

CuriousTab

CuriousTab

Discussion


Home Civil Engineering Surveying Comments

  • Question
  • For taking offsets with an optical square on the right hand side of the chain line, it is held


  • Options
  • A. by right hand upside down
  • B. by left hand upright
  • C. by right hand upright
  • D. by left hand up side down.

  • Correct Answer
  • by left hand upright 


  • Surveying problems


    Search Results


    • 1. The conventional sign shown in below figure represents a

    • Options
    • A. bridge carrying railway below road
    • B. bridge carrying road below railway
    • C. bridge carrying road and railway at the same level
    • D. a level crossing.
    • Discuss
    • 2. The back staff reading on a B.M. of R.L. 500.000 m is 2.685 m. If foresight reading on a point is 1.345 m, the reduced level of the point, is

    • Options
    • A. 502.685 m
    • B. 501.345 m
    • C. 501.340 m
    • D. 504.030 m
    • E. 502.585 m.
    • Discuss
    • 3. If the declination of the needle is 10° W

    • Options
    • A. each of the whole circle reckoning has to be micros by 10°
    • B. in the quadrantal method, the correction is positive in the 1st and 3rd quadrants
    • C. in the quadrantal method, the corrections is negative in 2nd and 4th quadrants
    • D. all the above.
    • Discuss
    • 4. The method generally preferred to for contouring an undulating area, is

    • Options
    • A. chain surveying
    • B. plane table surveying
    • C. tacheometrical surveying
    • D. compass surveying.
    • Discuss
    • 5. If ? is the angle of deflection of a simple curve of radius R, the distance between the mid-point of the curve and long chord, is

    • Options
    • A.
    • B.
    • C.
    • D. .
    • Discuss
    • 6. While setting a plane table at a station it was found that the error in centering was 30 cm away from the ray of length 40 m drawn from the station. If the scale of the plan is 1 cm = 2 cm, the displacement of the end of the ray in plan from the true position will be

    • Options
    • A. 0.02 cm
    • B. 0.15 cm
    • C. 02 cm
    • D. 0.1 cm
    • Discuss
    • 7. The angle of intersection of a curve is the angle between

    • Options
    • A. back tangent and forward tangent
    • B. prolongation of back tangent and forward tangent
    • C. forward tangent and long chord
    • D. back tangent and long chord.
    • Discuss
    • 8. If 50 m point of a 100 m tape is 50 cm off line, and 50 m sections are straight, an error is generated equal to

    • Options
    • A.
    • B.
    • C.
    • D. .
    • Discuss
    • 9. If i is the stadia distance, f is the focal length and d is the distance between the objective and vertical axis of the techeometer, the multiplying constant, is

    • Options
    • A. f/i
    • B. i/f
    • C. (f + d)
    • D. f/d.
    • Discuss
    • 10. Correction per chain length of 100 links along a slope of ?° is

    • Options
    • A.
    • B.
    • C.
    • D. 1.5?3.
    • Discuss


    Comments

    There are no comments.

Enter a new Comment