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This section includes 410 Mcqs, each offering curated multiple-choice questions to sharpen your Surveying knowledge and support exam preparation. Choose a topic below to get started.
| 201. |
The instrument used for accurate centering in plane table survey is |
| A. | spirit level |
| B. | alidade |
| C. | plumbing fork |
| D. | trough compass |
| Answer» D. trough compass | |
| 202. |
At lower culmination, the pole star moves |
| A. | Eastward |
| B. | Westward |
| C. | Northward |
| D. | Southward |
| Answer» B. Westward | |
| 203. |
At western elongation, the pole star moves |
| A. | Eastward |
| B. | Westward |
| C. | Northward |
| D. | Southward |
| Answer» E. | |
| 204. |
At upper culmination, the pole star moves |
| A. | Eastward |
| B. | Westward |
| C. | Northward |
| D. | Southward |
| Answer» C. Northward | |
| 205. |
At eastern elongation, the pole star moves |
| A. | Eastward |
| B. | Westward |
| C. | Northward |
| D. | Southward |
| Answer» D. Southward | |
| 206. |
The graduations in prismatic compassi) are invertedii) are uprightiii) run clockwise having 0° at southiv) run clockwise having 0° at northThe correct answer is |
| A. | (i) and (iii) |
| B. | (i) and (iv) |
| C. | (ii) and (iii) |
| D. | (ii) and (iv) |
| Answer» B. (i) and (iv) | |
| 207. |
The methods used for locating the plane table stations arei) radiationii) traversingiii) intersectioniv) resectionThe correct answer is |
| A. | (i) and (ii) |
| B. | (iii) and (iv) |
| C. | (ii) and (iv) |
| D. | (i) and (iii) |
| Answer» D. (i) and (iii) | |
| 208. |
The great circle along which the sun appears to trace on the celestial sphere with earth as centre during the year, is called |
| A. | Equator |
| B. | Celestial equator |
| C. | Ecliptic |
| D. | None of these |
| Answer» D. None of these | |
| 209. |
The cross hairs in the surveying telescope are placed |
| A. | midway between eye piece and objec-tive lens |
| B. | much closer to the eye-piece than to the objective lens |
| C. | much closer to the objective lens than to the eye piece |
| D. | anywhere between eye-piece and objective lens |
| Answer» C. much closer to the objective lens than to the eye piece | |
| 210. |
At the first point of Aeries, the sun moves |
| A. | Northward |
| B. | Southward |
| C. | From south to north of the equator |
| D. | From north to south of the equator |
| Answer» D. From north to south of the equator | |
| 211. |
If the staff is not held vertical at a level¬ling station, the reduced level calculated from the observation would be |
| A. | true R.L. |
| B. | more than true R.L. |
| C. | less than true R.L. |
| D. | none of the above |
| Answer» D. none of the above | |
| 212. |
The latitude of the observer's position, is |
| A. | Elevation of the elevated pole |
| B. | Declination of the observer's zenith |
| C. | Angular distance along the observer's meridian between equator and the observer |
| D. | All the above |
| Answer» E. | |
| 213. |
A negative declination shows that the magnetic meridian is to the |
| A. | eastern side of the true meridian |
| B. | western side of the true meridian |
| C. | southern side of the true meridian |
| D. | none of the above |
| Answer» C. southern side of the true meridian | |
| 214. |
Check lines (or proof lines) in Chain Surveying, are essentially required |
| A. | To plot the chain lines |
| B. | To plot the offsets |
| C. | To indicate the accuracy of the survey work |
| D. | To increase the out-turn |
| Answer» D. To increase the out-turn | |
| 215. |
Which of the following angles can be set out with the help of French cross staff? |
| A. | 45° only |
| B. | 90° only |
| C. | either 45° or 90° |
| D. | any angle |
| Answer» D. any angle | |
| 216. |
The two point problem and three point problem are methods of |
| A. | resection |
| B. | orientation |
| C. | traversing |
| D. | resection and orientation |
| Answer» E. | |
| 217. |
The point on the photograph where bisector between the vertical line through optical centre of the camera lens and the plate perpendicular meets, is known as |
| A. | Principal point |
| B. | Isocenter |
| C. | Plumb point |
| D. | Perspective centre |
| Answer» C. Plumb point | |
| 218. |
The correction for sag is |
| A. | always additive |
| B. | always subtractive |
| C. | always zero |
| D. | sometimes additive and sometimes subtractive |
| Answer» C. always zero | |
| 219. |
For a line AB |
| A. | the forebearing of AB and back bearing of AB differ by 180° |
| B. | the forebearing of AB and back bearing of BA differ by 180° |
| C. | both (A) and (B) are correct |
| D. | none is correct |
| Answer» B. the forebearing of AB and back bearing of BA differ by 180° | |
| 220. |
The difference in longitude of two places expressed in time is equal to the difference in their |
| A. | Sidereal time |
| B. | Apparent solar time |
| C. | Mean solar time |
| D. | All the above |
| Answer» E. | |
| 221. |
If ‘δ’ is the declination of the Polaris and ‘λ’ is the latitude of the place, the azimuth of the Polaris, is |
| A. | cos δ/cos λ |
| B. | cos (90° - δ)/cos (90° - λ) |
| C. | sin (90° - δ)/sin (90° - λ) |
| D. | tan (90° + δ)/tan (90° + λ) |
| Answer» B. cos (90° - δ)/cos (90° - λ) | |
| 222. |
The smaller horizontal angle between the true meridian and a survey line, is known |
| A. | Declination |
| B. | Bearing |
| C. | Azimuth |
| D. | Dip |
| Answer» D. Dip | |
| 223. |
The most convenient co-ordinate system for specifying the relative positions of heavenly bodies on the celestial sphere, is |
| A. | Altitude and azimuth system |
| B. | Declination and hour angle system |
| C. | Declination and right ascension system |
| D. | Declination and altitude system |
| Answer» D. Declination and altitude system | |
| 224. |
The longitudes of two places at latitude 60° N are 93° E and 97° W. Their departure is |
| A. | 5100 nautical miles |
| B. | 5700 nautical miles |
| C. | 120 nautical miles |
| D. | 500 nautical miles |
| Answer» C. 120 nautical miles | |
| 225. |
Which of the following errors can be neutralised by setting the level midway between the two stations ? |
| A. | error due to curvature only |
| B. | error due to refraction only |
| C. | error due to both curvature and re-fraction |
| D. | none of the above |
| Answer» D. none of the above | |
| 226. |
‘H’ is the flying height above mean ground level and ‘f’ is the principal distance of a vertical photograph. The mean scale of the photographs is |
| A. | H. f |
| B. | H/f |
| C. | f/H |
| D. | H + f |
| Answer» D. H + f | |
| 227. |
The altitude of a heavenly body is its angular distance, measured on the vertical circle passing through the body, above |
| A. | Equator |
| B. | Horizon |
| C. | Pole |
| D. | None of these |
| Answer» C. Pole | |
| 228. |
The scale of a tilted photograph of focal length f, taken from an altitude H, along the plate parallel through plumb point, is |
| A. | f/H sec θ |
| B. | f sec θ/H |
| C. | f/H |
| D. | f/H cos ½θ |
| Answer» C. f/H | |
| 229. |
The negative sign is assigned to |
| A. | Reduction to mean sea level |
| B. | Correction for horizontal alignment |
| C. | Correction for slope |
| D. | All the above |
| Answer» E. | |
| 230. |
Which of the following errors is not eliminated by the method of repetition of horizontal angle measurement ? |
| A. | error due to eccentricity of verniers |
| B. | error due to displacement of station signals |
| C. | error due to wrong adjustment of line of collimation and trunnion axis |
| D. | error due to inaccurate graduation |
| Answer» C. error due to wrong adjustment of line of collimation and trunnion axis | |
| 231. |
The station pointer is generally used in |
| A. | Triangulation surveying |
| B. | Astronomical surveying |
| C. | Hydrographical surveying |
| D. | Photogrammetric surveying |
| Answer» D. Photogrammetric surveying | |
| 232. |
Detailed plotting is generally done by |
| A. | radiation |
| B. | traversing |
| C. | resection |
| D. | all of the above |
| Answer» B. traversing | |
| 233. |
Pick up the incorrect statement from the following. The angular distance of heavenly bodies on observer's meridian measured from the pole, is |
| A. | Co-declination |
| B. | Co-altitude |
| C. | Co-latitude |
| D. | Polar distance |
| Answer» B. Co-altitude | |
| 234. |
The principal line is the line joining the principal point and |
| A. | Nadir |
| B. | Isocenter |
| C. | Perspective centre |
| D. | None of these |
| Answer» C. Perspective centre | |
| 235. |
Rotation of the camera at exposure about horizontal axis normal to the line of flight, is known as |
| A. | Swing |
| B. | Tilt |
| C. | Tip |
| D. | None of these |
| Answer» D. None of these | |
| 236. |
The coverage is least if photography is |
| A. | High oblique |
| B. | Low oblique |
| C. | Vertical |
| D. | None of these |
| Answer» D. None of these | |
| 237. |
The meridian of a place is |
| A. | A great circle passing through the place and the poles |
| B. | A great circle whose plane is perpendicular to the axis of rotation and it also passes through the place |
| C. | A semi-circle which passes through the place and is terminated at the poles |
| D. | An arc of the great circle which passes through the place and is perpendicular to the equator |
| Answer» D. An arc of the great circle which passes through the place and is perpendicular to the equator | |
| 238. |
The distance between the minor control point and the principal point should be equal to |
| A. | Base line of the left photograph of stereo pair |
| B. | Base line of the right photograph of stereo pair |
| C. | Sum of the base lines of stereo pair |
| D. | Mean of the base lines of the stereo pair |
| Answer» E. | |
| 239. |
Benchmark is established by |
| A. | hypsometry |
| B. | barometric levelling |
| C. | spirit levelling |
| D. | trigonometrical levelling |
| Answer» D. trigonometrical levelling | |
| 240. |
The sun's declination remains north between |
| A. | March 21 to June 21 |
| B. | June 21 to September 21 |
| C. | September 21 to December 21 |
| D. | Both (A) and (B) of above |
| Answer» E. | |
| 241. |
Places having same latitude |
| A. | Lie on the parallel of the latitude |
| B. | Are equidistant from the nearer pole |
| C. | Are equidistant from both the poles |
| D. | All the above |
| Answer» E. | |
| 242. |
A series of closely spaced contour lines represents a |
| A. | steep slope |
| B. | gentle slope |
| C. | uniform slope |
| D. | plane surface |
| Answer» B. gentle slope | |
| 243. |
The product of the distances of plumb point and horizon point of a vertical photograph from its principal point, is |
| A. | f2 |
| B. | 2f2 |
| C. | 3f2 |
| D. | ½f |
| Answer» B. 2f2 | |
| 244. |
The plane at right angle to the zenith-nadir line and passing through the centre of the earth, is called |
| A. | Rational horizon |
| B. | True horizon |
| C. | Celestial horizon |
| D. | All the above |
| Answer» E. | |
| 245. |
The great circle whose plane is perpendicular to the axis of rotation of the earth, is called |
| A. | Equator |
| B. | Terrestrial equator |
| C. | 0° latitude |
| D. | All the above |
| Answer» E. | |
| 246. |
The allowable length of an offset depends upon the |
| A. | degree of accuracy required |
| B. | method of setting out the perpendiculars and nature of ground |
| C. | scale of plotting |
| D. | all of the above |
| Answer» E. | |
| 247. |
The zenith is the point on the celestial sphere |
| A. | East of observer |
| B. | West of observer |
| C. | North of observer |
| D. | South of observer |
| Answer» E. | |
| 248. |
Three point problem can be solved by |
| A. | Tracing paper method |
| B. | Bessels method |
| C. | Lehman’s method |
| D. | all of the above |
| Answer» E. | |
| 249. |
If α, H, A and δ be the altitude, hour angle, azimuth and declination of a circumpolar star at its elongation, in latitude λ, the following relation holds good |
| A. | cos H = tan λ/tan δ |
| B. | sin α = sin λ/sin δ |
| C. | sin A = cos δ/cos λ |
| D. | All the above |
| Answer» E. | |
| 250. |
Latitude of a place is the angular distance from |
| A. | Greenwich to the place |
| B. | Equator to the poles |
| C. | Equator to the nearer pole |
| D. | None of these |
| Answer» E. | |