Jobs By Abekus

Surveying Questions Set 4:

Quiz Mode

The multiplying constant of a tacheometer is

Solution:

How many types of variations in declination are there?

Solution:

A series of closely spaced contour lines on a topographic map represents a

Plane surface

Uniform slope

Gentle slope

Steep slope

Solution:

Determine the probable error (in m) in the circumference of a circle of radius 16.5 m with probable error in the radius of ±0.35 m.

2.2

3.4

3.9

4.4

Solution:

Which of the following errors comes under personal errors?

The needle not being perfectly straight

Pivot being bent

Plane of sight not being vertical

Inaccurate bisection of signals

Solution:

In levelling, if the sum of back sight and fore sight is 1.365 and 0.875 m and reduced level of B.M. is 100 m. then reduced level of end point will be-

100.49 m

99.51 m

101.365 m

100.875 m

Solution:

While running a line of levels from a benchmark of RL 23.47 m to another benchmark of RL 23.5 m, it was observed that the sum of backsights is 16.26 m. What should be the sum of the foresights?

23.16 m

16.23 m

26.16 m

16.26 m

Solution:

A level setup near A reads 1.400 m at A and 0.870 m at B. Again when it is kept close to B, it reads 1.350 m at A and 0.800 m at B. If the reduced level of station A is 115 m, what is the reduced level of station B?

115.44 m

115.54 m

115.64 m

115.74 m

Solution:

The difference in height between two points whose parallax difference is 0.6 mm on a pair of stereo images taken from a height of 75 m. If the radial distance on the photo from the principal point to the displaced image point is 90 mm, the flying height is

12000 m

11250 m

12567 m

14568 m

Solution:

A levelling instrument is set up at a point, and a backsight is taken on a benchmark on the top of a roof, which is -1.04 m. The benchmark of the roof is at 100 m. The staff reading on the sill level is taken as 2.42 m. What is the reduced level (RL) of the sill?

98.62

96.54

103.46

104.63

Surveying Questions Set 4:

The multiplying constant of a tacheometer is

Solution:

How many types of variations in declination are there?

Solution:

A series of closely spaced contour lines on a topographic map represents a

Solution:

Determine the probable error (in m) in the circumference of a circle of radius 16.5 m with probable error in the radius of ±0.35 m.

Solution:

Which of the following errors comes under personal errors?

Solution:

In levelling, if the sum of back sight and fore sight is 1.365 and 0.875 m and reduced level of B.M. is 100 m. then reduced level of end point will be-

Solution:

While running a line of levels from a benchmark of RL 23.47 m to another benchmark of RL 23.5 m, it was observed that the sum of backsights is 16.26 m. What should be the sum of the foresights?

Solution:

A level setup near A reads 1.400 m at A and 0.870 m at B. Again when it is kept close to B, it reads 1.350 m at A and 0.800 m at B. If the reduced level of station A is 115 m, what is the reduced level of station B?

Solution:

The difference in height between two points whose parallax difference is 0.6 mm on a pair of stereo images taken from a height of 75 m. If the radial distance on the photo from the principal point to the displaced image point is 90 mm, the flying height is

Solution:

A levelling instrument is set up at a point, and a backsight is taken on a benchmark on the top of a roof, which is -1.04 m. The benchmark of the roof is at 100 m. The staff reading on the sill level is taken as 2.42 m. What is the reduced level (RL) of the sill?

Solution:

Related Question Sets:

Related Topics: