This set of Civil Engineering Multiple Choice Questions & Answers (MCQs) focuses on “ Surveying ”. These Mcqs are chosen from a collection of most authoritative and best reference books on Civil Engineering. Our aim is to prepare an individual for competitive exams like NTS, GAT, ECAT, University and College entrance exams, Jobs and interviews. One should practice our MCQS to assimilate Surveying comprehensively.
77° N
23° S
13° E
13° W
Are inverted
Are upright
Run clockwise having 0° at south
Run clockwise having 0° at north
No Solution for this Answer..! Report or Discus this Question
Transiting
Reversing
Plunging
Swinging
No Solution for this Answer..! Report or Discus this Question
To support the main part of the instrument
To attach the theodolite to the tripod
To provide a means for leveling the theodolite
None of the above
No Solution for this Answer..! Report or Discus this Question
Vertical circle is to its right and the bubble of the telescope is down
Vertical circle is to its right and the bubble of the telescope is up
Vertical circle is to its left and the bubble of the telescope is down
Vertical circle is to its left and the bubble of the telescope is up
No Solution for this Answer..! Report or Discus this Question
The length of telescope
The diameter of vertical circle
The diameter of lower plate
The diameter of upper plate
No Solution for this Answer..! Report or Discus this Question
On its outer spindle with a relative motion between the vernier and graduated scale of lower plate
On its outer spindle without a relative motion between the vernier and gra-duated scale of lower plate
On its inner spindle with a relative motion between the vernier and the graduated scale of lower plate
On its inner spindle without a relative motion between the vernier and the graduated scale of lower plate
No Solution for this Answer..! Report or Discus this Question
Adjustment of plate levels
Adjustment of line of sight
Adjustment of horizontal axis
Adjustment of altitude bubble and vertical index frame
No Solution for this Answer..! Report or Discus this Question
Error due to eccentricity of verniers
Error due to displacement of station signals
Error due to wrong adjustment of line of collimation and trunnion axis
Error due to inaccurate graduation
No Solution for this Answer..! Report or Discus this Question
Midway between eye piece and objec¬tive lens
Much closer to the eye-piece than to the objective lens
Much closer to the objective lens than to the eye piece
Anywhere between eye-piece and objective lens
No Solution for this Answer..! Report or Discus this Question
Leveling
Prolonging a straight line
Measurement of horizontal angles
All of the above
No Solution for this Answer..! Report or Discus this Question
Reading both verniers and taking the mean of the two
Taking both face observations and taking the mean of the two
Double sighting
Taking mean of several readings distributed over different portions of the graduated circle
No Solution for this Answer..! Report or Discus this Question
Concave
Convex
Plano-convex
Plano-concave
Backsight
Intermediate sight
Foresight
All of the above
No Solution for this Answer..! Report or Discus this Question
Horizontal line
Line parallel to the mean spheriodal surface of earth
Line passing through the center of cross hairs and the center of eye piece
Line passing through the objective lens and the eye-piece of a dumpy or tilting level
No Solution for this Answer..! Report or Discus this Question
