91) If the horizontal distance between the staff point and the point of observation is d, then the error due to curvature of earth is proportional to

Answer Discuss in Comment

d²

92) The instrument used for accurate centering in plane table survey is

Answer Discuss in Comment

plumbing fork

93) Three point problem can be solved by

Answer Discuss in Comment

all of the above

94) The process of determining the locations of the instrument station by drawing

Answer Discuss in Comment

resection

95) The following consecutive readings were taken with a dumpy level and a 3 m staff on a continuously sloping ground. 0.425, 1.035, 1.950, 2.360, 2.950, 0.750,1.565, 2.450, 0.320, 1.025, 2.165, 2.955 Which of the following readings are back- sights?

Answer Discuss in Comment

0.425, 2.950, 0.750, 0.320

96) The following consecutive readings were taken with a dumpy level : 0.695. 1.525, 2.395, 0.635, 0.605, 0.805, 0.125 . The instrument was shifted after the third and fifth readings. The readings 2.395 and 0.635 respectively represent where F.S. is foresight, B.S. is backsight and I.S. is intermediate sight.

Answer Discuss in Comment

F.S and I.S.

97) The R.L, of the point A which is on the floor is 100 m and backsight reading on A is 2.455 m. If the foresight reading on the point B which is on the ceiling is 2.745 m, the R.L. Of point B will be

Answer Discuss in Comment

105.20m

98) The sensitivity of a bubble tube can be increased by

Answer Discuss in Comment

increasing the diameter of the tube

99) Which of the following errors can be eliminated by taking mean of both face

Answer Discuss in Comment

error due to line of collimation not being perpendicular to horizontal axis

100) Agate cap is fitted with a

Answer Discuss in Comment

prismatic compass

Engineering Survey

91) If the horizontal distance between the staff point and the point of observation is d, then the error due to curvature of earth is proportional to

92) The instrument used for accurate centering in plane table survey is

93) Three point problem can be solved by

94) The process of determining the locations of the instrument station by drawing

95) The following consecutive readings were taken with a dumpy level and a 3 m staff on a continuously sloping ground. 0.425, 1.035, 1.950, 2.360, 2.950, 0.750,1.565, 2.450, 0.320, 1.025, 2.165, 2.955 Which of the following readings are back- sights?

97) The R.L, of the point A which is on the floor is 100 m and backsight reading on A is 2.455 m. If the foresight reading on the point B which is on the ceiling is 2.745 m, the R.L. Of point B will be

98) The sensitivity of a bubble tube can be increased by

99) Which of the following errors can be eliminated by taking mean of both face

100) Agate cap is fitted with a

Subject Notes

Objective Box

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Engineering Survey

91) If the horizontal distance between the staff point and the point of observation is d, then the error due to curvature of earth is proportional to

92) The instrument used for accurate centering in plane table survey is

93) Three point problem can be solved by

94) The process of determining the locations of the instrument station by drawing

95) The following consecutive readings were taken with a dumpy level and a 3 m staff on a continuously sloping ground. 0.425, 1.035, 1.950, 2.360, 2.950, 0.750,1.565, 2.450, 0.320, 1.025, 2.165, 2.955 Which of the following readings are back- sights?

97) The R.L, of the point A which is on the floor is 100 m and backsight reading on A is 2.455 m. If the foresight reading on the point B which is on the ceiling is 2.745 m, the R.L. Of point B will be

98) The sensitivity of a bubble tube can be increased by

99) Which of the following errors can be eliminated by taking mean of both face

100) Agate cap is fitted with a

Subject Notes

Objective Box

PSC ADVERTISEMENT

Your Reaction

Copyright © | 2021 - 2026 | Civil Boss For "MCQ" and Psc Notes. All rights Reserved

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