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This section includes 37 Mcqs, each offering curated multiple-choice questions to sharpen your ENGINEERING SERVICES EXAMINATION (ESE) knowledge and support exam preparation. Choose a topic below to get started.
| 1. |
Keeping the instrument height as 1.5 m, length of staff 4 m, the slope of the ground as 1 in 10, the sight on the down-slope, must be less than |
| A. | 30 m |
| B. | 25 m |
| C. | 20 m |
| D. | 15 m |
| Answer» C. 20 m | |
| 2. |
ABCD is a regular parallelogram plot of land whose angle BAD is 60°. If the bearing of the line AB is 30°, the bearing of CD, is |
| A. | 90° |
| B. | 120° |
| C. | 210° |
| D. | 270° |
| Answer» D. 270° | |
| 3. |
For true difference in elevations between two points A and B, the level must be set up |
| A. | at any point between A and B |
| B. | at the exact mid point of A and B |
| C. | near the point A |
| D. | near the point B. |
| Answer» C. near the point A | |
| 4. |
The sensitiveness of a level tube decreases if |
| A. | radius of curvature of its inner surface is increased |
| B. | diameter of the tube is increased |
| C. | length of the vapour bubble is increased |
| D. | both viscosity and surface tension are increased. |
| Answer» E. | |
| 5. |
If the radius of a simple curve is R, the length of the chord for calculating offsets by the method of chords produced, should not exceed |
| A. | R/10 |
| B. | R/15 |
| C. | R/20 |
| D. | R/25. |
| Answer» D. R/25. | |
| 6. |
The main principle of surveying is to work |
| A. | from part to the whole |
| B. | from whole to the part |
| C. | from higher level to the lower level |
| D. | from lower level to higher level. |
| Answer» C. from higher level to the lower level | |
| 7. |
The slope correction for a length of 30 m along a gradient of 1 in 20, is |
| A. | 3.75 cm |
| B. | 0.375 cm |
| C. | 37.5 cm |
| D. | 2.75 cm. |
| Answer» B. 0.375 cm | |
| 8. |
For a closed traverse the omitted measurements may be calculated |
| A. | length of one side only |
| B. | bearing of one side only |
| C. | both length and bearing of one side |
| D. | all the above. |
| Answer» E. | |
| 9. |
The bearings of the lines AB and BC are 146° 30' and 68° 30'. The included angle ABC is |
| A. | 102° |
| B. | 78° |
| C. | 45° |
| D. | none of these. |
| Answer» B. 78° | |
| 10. |
Offsets are measured with an accuracy of 1 in 40. If the point on the paper from both sources of error (due to angular and measurement errors) is not to exceed 0.05 cm on a scale of 1 cm = 20 m, the maximum length of offset should be limited to |
| A. | 14.14 |
| B. | 28.28 m |
| C. | 200 m |
| D. | none of these. |
| Answer» C. 200 m | |
| 11. |
The difference of level between a point below the plane of sight and one above, is the sum of two staff readings and an error would be produced equal to |
| A. | the distance between the zero of gradient and the foot of the staff |
| B. | twice the distance between the zero of graduation and the foot of the staff |
| C. | twice the distance between the zero of graduation and the foot of the staff |
| D. | none of the above. |
| Answer» C. twice the distance between the zero of graduation and the foot of the staff | |
| 12. |
The most reliable method of plotting a theodolite traverse, is |
| A. | by consecutive co-ordinates of each station |
| B. | by independent co-ordinates of each station |
| C. | by plotting included angles and scaling off each traverse leg |
| D. | by the tangent method of plotting. |
| Answer» C. by plotting included angles and scaling off each traverse leg | |
| 13. |
True meridians are generally preferred to magnetic meridians because |
| A. | these converge to a point |
| B. | these change due to change in time |
| C. | these remain constant. |
| D. | None of these. |
| Answer» D. None of these. | |
| 14. |
A bearing of a line is also known as |
| A. | magnetic bearing |
| B. | true bearing |
| C. | azimuth |
| D. | reduced bearing |
| Answer» C. azimuth | |
| 15. |
Accuracy of 'fix' by two point problem, is |
| A. | bad |
| B. | good |
| C. | not reliable |
| D. | unique. |
| Answer» D. unique. | |
| 16. |
While viewing through a level telescope and moving the eye slightly, a relative movement occurs between the image of the levelling staff and the cross hairs. The instrument is |
| A. | correctly focussed |
| B. | not correctly focussed |
| C. | said to have parallax |
| D. | free from parallax. |
| Answer» D. free from parallax. | |
| 17. |
Pick up the method of surveying in which field observations and plotting proceed simultaneously from the following |
| A. | chain surveying |
| B. | compass surveying |
| C. | plan table surveying |
| D. | tacheometric surveying. |
| Answer» D. tacheometric surveying. | |
| 18. |
In quadrantal bearing system, back bearing of a line may be obtained from its forward bearing, by |
| A. | adding 180°, if the given bearing is less than 180° |
| B. | subtracting 180°, if the given bearing, is more than 180° |
| C. | changing the cardinal points, i.e. substituting N for S and E for W and vice-versa |
| D. | none of these. |
| Answer» D. none of these. | |
| 19. |
The limiting length of an offset does not depend upon |
| A. | accuracy of the work |
| B. | method of setting out perpendiculars |
| C. | scale of plotting |
| D. | indefinite features to be surveyed. |
| Answer» E. | |
| 20. |
One of the tacheometric constants is additive, the other constant, is |
| A. | subtractive constant |
| B. | multiplying constant |
| C. | dividing constant |
| D. | indicative constant. |
| Answer» C. dividing constant | |
| 21. |
Two concave lenses of 60 cm focal length are cemented on either side of a convex lens of 15 cm focal length. The focal length of the combination is |
| A. | 10 cm |
| B. | 20 cm |
| C. | 30 cm |
| D. | 40 cm |
| Answer» D. 40 cm | |
| 22. |
In chain surveying field work is limited to |
| A. | linear measurements only |
| B. | angular measurements only |
| C. | both linear and angular measurements |
| D. | all the above. |
| Answer» B. angular measurements only | |
| 23. |
The 'fix' of a plane table station with three known points, is bad if the plane table station lies |
| A. | in the great triangle |
| B. | outside the great triangle |
| C. | on the circumference of the circumscribing circle |
| D. | none of these. |
| Answer» D. none of these. | |
| 24. |
An imaginary line joining the points of equal elevation on the surface of the earth, represents |
| A. | contour surface |
| B. | contour gradient |
| C. | contour line |
| D. | level line |
| Answer» D. level line | |
| 25. |
Diopter is the power of a lens having a focal length of |
| A. | 25 cm |
| B. | 50 cm |
| C. | 75 cm |
| D. | 100 cm |
| Answer» E. | |
| 26. |
Closed contours of decreasing values towards their centre, represent |
| A. | a hill |
| B. | a depression |
| C. | a saddle or pass |
| D. | a river bed. |
| Answer» C. a saddle or pass | |
| 27. |
The accuracy of measurement in chain surveying, does not depend upon |
| A. | length of the offset |
| B. | scale of the plotting |
| C. | importance of the features |
| D. | general layout of the chain lines. |
| Answer» E. | |
| 28. |
One of the Lehmann's rules of plane tabling, is |
| A. | location of the instrument station is always distant from each of the three rays from the known points in proportion to their distances |
| B. | when looking in the direction of each of the given points, the instrument station will be on the right side of one and left side of the other ray |
| C. | when the instrument station is outside the circumscribing circle its location is always on the opposite side of the ray to the most distant point as the inter-section of the other two rays |
| D. | none of these. |
| Answer» B. when looking in the direction of each of the given points, the instrument station will be on the right side of one and left side of the other ray | |
| 29. |
Pick up the correct statement from the following : |
| A. | the tangent screw enables to give small movement under conditions of smooth and positive control |
| B. | standing on the tripod is the levelling head or trib arch |
| C. | the levelling screws are used to tilt the instrument so that its rotation axis is truly vertical |
| D. | all the above. |
| Answer» E. | |
| 30. |
In chain surveying tie lines are primarily provided |
| A. | to check the accuracy of the survey |
| B. | to take offsets for detail survey |
| C. | to avoid long offsets from chain lines |
| D. | to increase the number of chain lines |
| Answer» D. to increase the number of chain lines | |
| 31. |
The real image of an object formed by the objective, must lie |
| A. | in the plane of cross hairs |
| B. | at the centre of the telescope |
| C. | at the optical centre of the eye-piece |
| D. | anywhere inside the telescope. |
| Answer» B. at the centre of the telescope | |
| 32. |
If S is the length of a subchord and R is the radius of simple curve, the angle of deflection between its tangent and sub-chord, in minutes, is equal to |
| A. | 573 S/R |
| B. | 573 R/S |
| C. | 171.9 S/R |
| D. | 1718.9 S/R. |
| Answer» E. | |
| 33. |
The radius of curvature of the arc of the bubble tube is generally kept |
| A. | 10 m |
| B. | 25 m |
| C. | 50 m |
| D. | 100 m |
| Answer» E. | |
| 34. |
The intercept of a staff |
| A. | is maximum if the staff is held truly normal to the line of sight. |
| B. | is minimum if the staff is held truly normal to the line of sight. |
| C. | decreases if the staff is tilted away from normal |
| D. | increases if the staff is tilted towards normal. |
| Answer» C. decreases if the staff is tilted away from normal | |
| 35. |
Pick up the correct statement from the following : |
| A. | the eyepiece plays no part in defining the line of sight |
| B. | the diaphragm plays no part in defining the line of sight |
| C. | the optical centre of the objective plays no part in defining the line of sight |
| D. | none of these. |
| Answer» B. the diaphragm plays no part in defining the line of sight | |
| 36. |
An ideal vertical curve to join two gradients, is |
| A. | circular |
| B. | parabolic |
| C. | elliptical |
| D. | hyperbolic |
| Answer» C. elliptical | |
| 37. |
Hydrographic surveys deal with the mapping of |
| A. | large water bodies |
| B. | heavenly bodies |
| C. | mountaineous region |
| D. | canal system |
| Answer» B. heavenly bodies | |