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This section includes 164 Mcqs, each offering curated multiple-choice questions to sharpen your Civil Engineering knowledge and support exam preparation. Choose a topic below to get started.
| 101. |
The negative sign is assigned to |
| A. | reduction to mean sea level |
| B. | correction for horizontal alignment |
| C. | correction for slope |
| D. | correction for slope |
| Answer» E. | |
| 102. |
The true and mean suns occupy the same meridian at the same time on |
| A. | 42095 |
| B. | 41791 |
| C. | 37135 |
| D. | 45992 |
| Answer» E. | |
| 103. |
Perspective centre relates to |
| A. | parallel projection |
| B. | orthogonal projection |
| C. | central projection |
| D. | none of these. |
| Answer» D. none of these. | |
| 104. |
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 | |
| 105. |
Triangulation surveys are carried out for locating |
| A. | control points for surveys of large areas |
| B. | control points for photogrammetric surveys |
| C. | engineering works, i.e. terminal points of long tunnels, bridge abutments, etc. |
| D. | all the above. |
| Answer» E. | |
| 106. |
Homologous point is |
| A. | photo principal point |
| B. | ground principal point |
| C. | ground isocentre |
| D. | photo isocentre |
| Answer» E. | |
| 107. |
The distance between the projection centre and the photograph, is called |
| A. | principal distance |
| B. | principal line |
| C. | isocentric distance |
| D. | focal length. |
| Answer» B. principal line | |
| 108. |
The time interval between successive transits of the moon, is |
| A. | 24 hours 10 minutes |
| B. | 20 hours 25 minutes |
| C. | 24 hours 50 minutes |
| D. | 23 hours 50 minutes |
| Answer» D. 23 hours 50 minutes | |
| 109. |
The foot of the perpendicular on the picture plane through the optical centre of the camera lens, is known as |
| A. | isocentre |
| B. | principal point |
| C. | perspective centre |
| D. | plumb line. |
| Answer» C. perspective centre | |
| 110. |
By raising the z-column of right projector, maximum y-parallax is introduced in the model at |
| A. | position 1 |
| B. | position 2 |
| C. | position 4 |
| D. | position 6 |
| Answer» E. | |
| 111. |
Systematic errors |
| A. | always follow some definite mathematical law |
| B. | can be removed by applying corrections to the observed values |
| C. | either make the result too great or too small |
| D. | are also known as cumulative errors |
| Answer» E. | |
| 112. |
In a tropical year, the number of sidereal days, are |
| A. | 365 |
| B. | 365.2224 |
| C. | 365.2422 |
| D. | 366.2422 |
| Answer» E. | |
| 113. |
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. | are equidistant from the equator |
| Answer» E. | |
| 114. |
The average eye base is assumed as |
| A. | 58 mm |
| B. | 60 mm |
| C. | 62 mm |
| D. | 64 mm |
| Answer» E. | |
| 115. |
The station pointer is generally used in |
| A. | Triangulation surveying |
| B. | Astronomical surveying |
| C. | Hydrographical surveying |
| D. | Photogrammetric surveying. |
| Answer» D. Photogrammetric surveying. | |
| 116. |
Equation of time which is the difference between apparent solar time and mean solar time at any instant, vanishes during one year |
| A. | once |
| B. | twice |
| C. | thrice |
| D. | four times |
| Answer» E. | |
| 117. |
For any star to be a circumpolar star, its |
| A. | declination must be 0° |
| B. | declination must be 90° |
| C. | distance from the pole must be less than the latitude of the observer |
| D. | hour angle must be 180°. |
| Answer» D. hour angle must be 180¬∞. | |
| 118. |
The prime vertical passes through |
| A. | the east point of the horizon |
| B. | the west point of the horizon |
| C. | the zenith point of the observer |
| D. | the nadir point of horizon |
| Answer» E. | |
| 119. |
A star in northern sphere is said to transit |
| A. | when its altitude is maximum |
| B. | when its azimuth is 180° |
| C. | when it is in south |
| D. | all the above. |
| Answer» E. | |
| 120. |
The correction for parallax, is |
| A. | - 8".8 cos α |
| B. | + .8" sin α |
| C. | + 8".8 cos α |
| D. | - 8".8 cos α. |
| Answer» D. - 8".8 cos Œ±. | |
| 121. |
Assuming human normal vision distance 25 cm, smallest measurable angle 20", and introcular distance 6.5 cm, the smallest depth to be discerned is |
| A. | 0.1 mm |
| B. | 0.5 mm |
| C. | 1.00 mm |
| D. | 1.1 mm. |
| Answer» B. 0.5 mm | |
| 122. |
The hour angle of the heavenly body for Greenwich meridian equals the hour angle of the body for any other meridian + longitude : |
| A. | mean sun |
| B. | true sun |
| C. | vernal equinox |
| D. | star |
| Answer» E. | |
| 123. |
The orthogonal projection of the perspective centre on a tilted photograph, is called |
| A. | nadir |
| B. | isocentre |
| C. | principal point |
| D. | plumb point. |
| Answer» D. plumb point. | |
| 124. |
The angle between the observer's meridian and declination circle of a heavenly body, is known as |
| A. | hour angle |
| B. | azimuth |
| C. | right ascension |
| D. | declination. |
| Answer» B. azimuth | |
| 125. |
The necessary geometrical condition for triangulation adjustment, is : |
| A. | The sum of the angles around a station should be 360° |
| B. | The sum of the three angles of a plane triangle should be 180° |
| C. | The sum of the eight angles of a braced quadrilateral should be 360° |
| D. | All the above. |
| Answer» E. | |
| 126. |
Pick up the correct statement from the following. The difference between the longitudes of the places is obtained. |
| A. | by subtracting their longitudes if places are in the same hemisphere |
| B. | by adding their longitudes if places are in the different hemispheres |
| C. | by subtracting the sum of their longitudes exceeding 180° from 360° if places are in different hemispheres |
| D. | all the above. |
| Answer» D. all the above. | |
| 127. |
If 16 flight lines are run perpendicular to an area 30 km wide, their spacings on a photographical map on scale 1 : 50,000 , will be |
| A. | 1 cm |
| B. | 2 cm |
| C. | 3 cm |
| D. | 4 cm |
| Answer» E. | |
| 128. |
The latitude (λ) of a place and the altitude (α) of the pole are related by |
| A. | λ = α |
| B. | λ = 90° - α |
| C. | λ = α - 90° |
| D. | λ = 180° - α. |
| Answer» B. Œª = 90¬∞ - Œ± | |
| 129. |
To have greatest coverage of the area, the type of photography used, is |
| A. | high oblique |
| B. | low oblique |
| C. | vertical |
| D. | none of these. |
| Answer» B. low oblique | |
| 130. |
The station which is selected close to the main triangulation station, to avoid intervening obstruction, is not known as |
| A. | satellite station |
| B. | eccentric station |
| C. | false station |
| D. | pivot station. |
| Answer» E. | |
| 131. |
The nearest star is so far away from the earth that the directions to it from two diametrically opposite points on the earth differs less than |
| A. | 0.01 second |
| B. | 0.001 second |
| C. | 0.0001 second |
| D. | none of these. |
| Answer» D. none of these. | |
| 132. |
If δ is the declination of the star and φ is the latitude of the observer then the hour angle of the star at elongation is given by |
| A. | sin H = tan φ . cot δ |
| B. | cos H = tan φ . cot δ |
| C. | tan H = tan φ . cot δ |
| D. | none of these. |
| Answer» C. tan H = tan œÜ . cot Œ¥ | |
| 133. |
According to Napier's Rules of circular parts for a right angled triangle, sine of middle part equals the product of |
| A. | tangents of two adjacent parts |
| B. | sines of two adjacent parts |
| C. | cosines of two adjacent parts |
| D. | cosines of two opposite parts |
| Answer» E. | |
| 134. |
The height displacement on a vertical photograph |
| A. | increases as the horizontal distance increases from the principal point |
| B. | increases as the ground elevation increases |
| C. | decreases as the flying height increases |
| D. | all the above. |
| Answer» E. | |
| 135. |
Polaris is usually observed for the determination of the azimuth when it is |
| A. | at culmination |
| B. | at elongation |
| C. | neither at culmination nor at elongation |
| D. | either at culmination or at elongation. |
| Answer» C. neither at culmination nor at elongation | |
| 136. |
The circle in which a plane tangent to the earth's surface at the point of observation, intersects the celestial sphere, is called |
| A. | visible horizon |
| B. | sensible horizon |
| C. | celestial horizon |
| D. | true horizon |
| Answer» C. celestial horizon | |
| 137. |
Stellar astronomy deals with |
| A. | plane surveying |
| B. | geodetic surveying |
| C. | star observations |
| D. | planet observations. |
| Answer» D. planet observations. | |
| 138. |
Sidereal day |
| A. | is the period of time taken by the earth in making a complete rotation with reference to stars |
| B. | is slightly shorter than an ordinary solar day |
| C. | is divided into the conventional hours, minutes and seconds |
| D. | all the above. |
| Answer» E. | |
| 139. |
If θ and δ be the latitude of an observer and declination of a heavenly body respectively, the upper culmination of the body will be south of zenith if its zenith distance, is |
| A. | δ - θ |
| B. | θ - δ |
| C. | θ + δ |
| D. | (θ - δ). |
| Answer» C. Œ∏ + Œ¥ | |
| 140. |
The point where vertical line passing through the perspective centre intersects the plane of the photograph, is known as |
| A. | photo plumb point |
| B. | plumb point |
| C. | nadir point |
| D. | isocentre |
| Answer» B. plumb point | |
| 141. |
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. | |
| 142. |
An aerial photograph may be assumed as |
| A. | parallel projection |
| B. | orthogonal projection |
| C. | central projection |
| D. | none of these. |
| Answer» D. none of these. | |
| 143. |
The principal plane contains |
| A. | nadir point |
| B. | iso centre |
| C. | principal point |
| D. | principal axis and principal line |
| Answer» E. | |
| 144. |
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. | |
| 145. |
While making astronomical observations, the observer is mainly concerned with |
| A. | the direction of the vertical, the axis of rotation of the instrument |
| B. | the direction of the poles of the celestial sphere |
| C. | the direction of the star from the instrument |
| D. | all the above. |
| Answer» E. | |
| 146. |
The relief displacement of a minar 72 m high on photograph is 7.2 mm and its top appears 10 cm away from principal point. The flying height of the camera, is |
| A. | 500 m |
| B. | 1000 m |
| C. | 1500 m |
| D. | 2000 m. |
| Answer» C. 1500 m | |
| 147. |
The moon rotates round the earth once in every |
| A. | 29 days |
| B. | 29.35 days |
| C. | 29.53 days |
| D. | 30 days. |
| Answer» C. 29.53 days | |
| 148. |
The movement of the projector in y-direction, introduces in the model a y-parallax |
| A. | maximum at position 1 |
| B. | maximum at position 2 |
| C. | maximum at position 5 and 6 |
| D. | maximum at positions 3 and 4 |
| Answer» E. | |
| 149. |
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 | |
| 150. |
In field astronomy, the quantities observed are entirely |
| A. | lengths |
| B. | angles |
| C. | heights |
| D. | all of these. |
| Answer» C. heights | |