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Civil Engineering MCQS-Surveying Section 8

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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





✅ Correct Answer: 4

In geodetic surveys higher accuracy is achieved, if





✅ Correct Answer: 2

In geodetic surveys higher accuracy is achieved, if





✅ Correct Answer: 2

Determining the difference in elevation between two points on the surface of the earth, is known as





✅ Correct Answer: 3

Contours of different elevations may cross each other only in the case of





✅ Correct Answer: 1

Permanent adjustments of a level are





✅ Correct Answer: 1

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





✅ Correct Answer: 1

During levelling if back sight is more than foresight





✅ Correct Answer: 2

Two contour lines, having the same elevation





✅ Correct Answer: 4

The surface of zero elevation around the earth, which is slightly irregular and curved, is known as





✅ Correct Answer: 2

The representation of general topography of a very flat terrain is possible only





✅ Correct Answer: 4

The bearing of line AB is 152° 30' and angle ABC measured clockwise is 124° 28'. The bearing of BC is





✅ Correct Answer: 2

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





✅ Correct Answer: 1

Correction per chain length of 100 links along a slope of α radians, is





✅ Correct Answer: 2

While working on a plane table, the correct rule is :





✅ Correct Answer: 2

Pick up the correct statement from the following





✅ Correct Answer: 4

In case of a double line river, contours are





✅ Correct Answer: 2

In case of a direct vernier scale





✅ Correct Answer: 3