McqMate
These multiple-choice questions (MCQs) are designed to enhance your knowledge and understanding in the following areas: Civil Engineering .
| 151. |
Revenue chain is …….. Feet long & consist of ……….. Links. |
| A. | 50 & 20 |
| B. | 33 & 16 |
| C. | 50 & 70 |
| D. | All of above |
| Answer» B. 33 & 16 | |
| 152. |
Which method is simplest method of plane tabling? |
| A. | Method of radiation |
| B. | Method of intersection |
| C. | Method of traversing |
| D. | Method of resection |
| Answer» A. Method of radiation | |
| 153. |
The horizontal distance between any two consecutive contours is known as….. |
| A. | Horizontal distance |
| B. | Lateral distance |
| C. | Length |
| D. | Horizontal equivalent |
| Answer» D. Horizontal equivalent | |
| 154. |
Contour interval depends on: |
| A. | The nature of ground |
| B. | The scale of map |
| C. | The purpose and extent of survey |
| D. | All of above |
| Answer» D. All of above | |
| 155. |
A lower region surrounded by hills is called saddle. |
| A. | True |
| B. | False |
| C. | none |
| D. | all |
| Answer» A. True | |
| 156. |
Two contour lines of different elevation do not cross each other. |
| A. | True |
| B. | False |
| C. | none |
| D. | all |
| Answer» A. True | |
| 157. |
Correction required for curvature for a distance of 1500 m is…. |
| A. | 0.500 m |
| B. | 1m |
| C. | 0.176 m |
| D. | 0.300 m |
| Answer» C. 0.176 m | |
| 158. |
Correction required for refraction for a distance of 10 km is…. |
| A. | 7.85 m |
| B. | 1.22 m |
| C. | 3.33 m |
| D. | 5 m |
| Answer» B. 1.22 m | |
| 159. |
Combined correction for curvature and refraction for 800 m distance is…… |
| A. | 0.0431m |
| B. | 1m |
| C. | 0.5m |
| D. | 2 m |
| Answer» A. 0.0431m | |
| 160. |
Which method is less tedious and more rapid for calculation of RL? |
| A. | HI method |
| B. | Rise & fall method |
| C. | none |
| D. | all |
| Answer» A. HI method | |
| 161. |
Which method is more accurate for calculation of RL? |
| A. | HI method |
| B. | Rise & fall method |
| C. | none |
| D. | all |
| Answer» B. Rise & fall method | |
| 162. |
Which method is suitable for profile levelling? |
| A. | HI method |
| B. | Rise & fall method |
| C. | none |
| D. | all |
| Answer» A. HI method | |
| 163. |
Which method is suitable for precise levelling? |
| A. | HI method |
| B. | Rise & fall method |
| C. | none |
| D. | all |
| Answer» B. Rise & fall method | |
| 164. |
Full name of M.S.L is….. |
| A. | Mean sea level |
| B. | Mean Saturation level |
| C. | Mean Standard level |
| D. | None of this |
| Answer» A. Mean sea level | |
| 165. |
In which telescope length is comparatively less? |
| A. | Internal focusing telescope |
| B. | External focusing telescope |
| C. | none |
| D. | all |
| Answer» A. Internal focusing telescope | |
| 166. |
In internal focusing telescope brilliancy of image reduces due to extra internal lens. |
| A. | True |
| B. | False |
| C. | none |
| D. | all |
| Answer» A. True | |
| 167. |
In modern telescope internal focusing telescope is used. |
| A. | True |
| B. | False |
| C. | none |
| D. | all |
| Answer» A. True | |
| 168. |
Least count of self-reading staff is….. |
| A. | 5mm |
| B. | 0.5mm |
| C. | none |
| D. | all |
| Answer» A. 5mm | |
| 169. |
Least count of target staff is….. |
| A. | 5mm |
| B. | 0.5mm |
| C. | none |
| D. | all |
| Answer» B. 0.5mm | |
| 170. |
If magnetic bearing of line AB is 279’ and magnetic declinations is 7’W.Find the true bearing. |
| A. | 279’ |
| B. | 210- |
| C. | 211’ |
| D. | 272’ |
| Answer» D. 272’ | |
| 171. |
If FB of line PQ is N 35’ W and FB of line QR is S 40’ W, find angle PQR. |
| A. | 80 |
| B. | 75 |
| C. | 95 |
| D. | 85 |
| Answer» B. 75 | |
| 172. |
Fore bearing of line Ab is S35’W calculate its back bearing. |
| A. | N35’E |
| B. | S40’W |
| C. | E35’W |
| D. | E35’N |
| Answer» A. N35’E | |
| 173. |
Back bearing of line Ab is 185’, calculate its fore bearing. |
| A. | 7’ |
| B. | 10’ |
| C. | 5’ |
| D. | 9’ |
| Answer» C. 5’ | |
| 174. |
Convert N30’15’E into WCB. |
| A. | 32’15’ |
| B. | 70’15’ |
| C. | 30’15’ |
| D. | 210’15’ |
| Answer» C. 30’15’ | |
| 175. |
Convert 242’45’ into QB. |
| A. | N 42’30’ E |
| B. | S 62’45’ W |
| C. | N 31’50’ W |
| D. | S 53’45’ E |
| Answer» B. S 62’45’ W | |
| 176. |
Prismatic compass gives whole circle bearing reading. |
| A. | True |
| B. | False |
| C. | none |
| D. | all |
| Answer» A. True | |
| 177. |
Surveyor’s compass is less costly. |
| A. | True |
| B. | False |
| C. | none |
| D. | all |
| Answer» A. True | |
| 178. |
Prismatic compass gives more accuracy than surveyors compass. |
| A. | True |
| B. | False |
| C. | none |
| D. | all |
| Answer» A. True | |
| 179. |
……………… is used for large scale. |
| A. | Single line field book. |
| B. | Double line field book. |
| C. | none |
| D. | all |
| Answer» A. Single line field book. | |
| 180. |
Longest survey line passing through the center of the area to be surveyed is called as….. |
| A. | Tie line |
| B. | Base line |
| C. | Check line |
| D. | Offsets |
| Answer» B. Base line | |
| 181. |
A line joining apex of triangle to a fixed point on the opposite side is called….. |
| A. | Tie line |
| B. | Base line |
| C. | Check line |
| D. | Offsets |
| Answer» C. Check line | |
| 182. |
The length of survey line measured with a 20 m chain was found to be 327 m. If the chain was 3cm too long. Calculate the true length of the line. |
| A. | 327.49 m |
| B. | 372 m |
| C. | 453 m |
| D. | 342 m |
| Answer» A. 327.49 m | |
| 183. |
It is possible to set out angles of 0’ to 360’ with help of ……….cross staff. |
| A. | French cross staff |
| B. | Open cross staff |
| C. | Adjustable cross staff |
| D. | Simple cross staff |
| Answer» C. Adjustable cross staff | |
| 184. |
It is possible to set out angles 45’ or 90’ with help of ……….cross staff. |
| A. | French cross staff |
| B. | Open cross staff |
| C. | Adjustable cross staff |
| D. | Simple cross staff |
| Answer» A. French cross staff | |
| 185. |
To mark position of station …………. is used. |
| A. | Pegs |
| B. | Arrow |
| C. | none |
| D. | all |
| Answer» A. Pegs | |
| 186. |
Fiber glass tape is non-conductor of electricity. |
| A. | True |
| B. | False |
| C. | none |
| D. | all |
| Answer» A. True | |
| 187. |
Invar tape is used for very high degree of precision, |
| A. | True |
| B. | False |
| C. | none |
| D. | all |
| Answer» A. True | |
| 188. |
If 1cm = 50 m RF =? |
| A. | 1:500 |
| B. | 1:5000 |
| C. | 1:50 |
| D. | 1:5 |
| Answer» B. 1:5000 | |
| 189. |
Which of the following is made in connection with the construction of streets, water supply systems, sewers? |
| A. | Traverse surveying |
| B. | Hydrographic surveying |
| C. | Cadastral surveying |
| D. | City surveying |
| Answer» D. City surveying | |
| 190. |
Determining the relative positions of points on above or beneath the surface of the earth by means of direct or indirect measurements of distance and direction and elevation is called as _________ |
| A. | Surveying |
| B. | Levelling |
| C. | Measuring |
| D. | Contouring |
| Answer» A. Surveying | |
| 191. |
Type of surveying in which the shape of the earth taken into account is __________ |
| A. | Topographic Surveying |
| B. | Hydrographic Surveying |
| C. | Geodetic Surveying |
| D. | Plane Surveying |
| Answer» C. Geodetic Surveying | |
| 192. |
Which of the following is not among the methods of linear measurements? |
| A. | Direct measurements |
| B. | Measurements by optical means |
| C. | Indirect measurements |
| D. | Electromagnetic methods or EDM |
| Answer» C. Indirect measurements | |
| 193. |
In which method measurements of distances are chiefly confined to the preliminary surveys and explorations where a surveyor is called upon to make a rough survey as quickly as possible? |
| A. | Chaining |
| B. | Pacing |
| C. | Measurements with passometer |
| D. | Measurements with theodolite |
| Answer» B. Pacing | |
| 194. |
Instrument shaped like a watch and is carried in pocket or attached to one leg is _______ |
| A. | Pedometer |
| B. | Odometer |
| C. | Passometer |
| D. | Speedometer |
| Answer» C. Passometer | |
| 195. |
Instrument for registering the number of revolutions of a wheel is _____ |
| A. | Odometer |
| B. | Pedometer |
| C. | Pedometer |
| D. | Chaining |
| Answer» A. Odometer | |
| 196. |
What is required to transfer points to the ground, while chaining along the sloping ground? |
| A. | Spirit level |
| B. | Plumb bob |
| C. | Butt rod |
| D. | Pegs |
| Answer» B. Plumb bob | |
| 197. |
Chains are made up of ______ |
| A. | High steel carbon |
| B. | Galvanized mild steel |
| C. | Copper coated iron |
| D. | Iron |
| Answer» B. Galvanized mild steel | |
| 198. |
What is provided at every meter in case of 20m and 30m chains? |
| A. | Tallies |
| B. | Pegs |
| C. | Arrows |
| D. | Brass rings |
| Answer» D. Brass rings | |
| 199. |
Which of the following tape is not made? |
| A. | Linen tape |
| B. | Invar tape |
| C. | Steel tape |
| D. | Iron tape |
| Answer» D. Iron tape | |
| 200. |
Direct ranging is done when the two ends of the survey lines are _______ |
| A. | Invisible |
| B. | Intervisible |
| C. | Visible from a particular point |
| D. | Faraway from each other |
| Answer» B. Intervisible | |
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