Engineering Survey

51) For which of the following permanent adjustments of theodolite, the spire test is used?

Discuss in Comment

adjustment of horizontal axis

52) In the double application of principle of reversion, the apparent error is

Discuss in Comment

four times the true error

53) level line’ is a

Discuss in Comment

line parallel to the mean spheroidal surface of earth

54) If the R.L. of a B.M. is 100.00 m, the back- sight is I .215 m and the foresight is 1 .870 m, the R.L. of the forward station is

Discuss in Comment

99.345 m

55) The rise and fall method

Discuss in Comment

provides a check on the reduction of intermediate point levels

56) If the staff is not held vertical at a levelling station, the reduced level calculated from the observation would be

Discuss in Comment

less than true R.L.

57) The difference between a level line and a horizontal line is that

Discuss in Comment

horizontal line is normal to plumb line while level line may not be normal to the plumb line

58) The rise and fall method of levelling provides a complete check on

Discuss in Comment

all of the above

59) The following sights are taken on a “turning point”

Discuss in Comment

foresight and backsight

60) In the prismatic compass

Discuss in Comment

the magnetic needle and graduated circle do not move with the box

Subject Notes

Objective Box

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