Surveying Mock test - 5 || Civil Engineering Mock tests - ENGINEERING BIX

Surveying Mock test – 5 || Civil Engineering Mock tests

Welcome to your Surveying Mock test - 5
Take an exciting test in Surveying
You have only 20 mins to complete the test (25 Questions)
Wish you all the best!!!
1. The tangent to the liquid surface in a level tube, is parallel to the axis of the level tube at
2. A traverse deflection angle is
3. The slope correction may be ignored if
4. The whole circle bearing of a line is 290°. Its reduced bearing is
5. A tape of length and weight kg/m is suspended at its ends with a pull of
correction is
6. The method of finding out the difference in elevation between two points for eliminating the effect of curvature and refraction, is
7. One of the tacheometric constants is additive, the other constant, is
8. Closed contours of decreasing values towards their centre, represent
9. The sag of 50 m tape weighing 4 kg under 5 kg tension is roughly
10. Centering error of a theodolite produces an error
11. Pantograph is used for
12. The 'fix' of a plane table station with three known points, is bad if the plane table station lies
13. The horizontal angle between true meridian and magnetic meridian, is known
14. Accuracy of 'fix' by two point problem, is
15. For locating a distant object visible from two transit stations, the method usually preferred to, is
16. 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.
17. The magnetic bearing of a line is 32° and the magnetic declination is 10° 15' W. The true bearing is
18. While measuring with a metallic tape of 30 m length pull should be applied
19. The least count of a Vernier scale is
20. The longitudinal section of the surface of bubble tube is
21. Contour lines of different elevations can unite to form one line, only in the case of
22. Diaphragm of a surveying telescope is held inside
23. For setting out a simple curve, using two theodolites.
24. If the length of a transition curve to be introduced between a straight and a circular curve of radius 500 m is 90 m, the maximum perpendicular offset for the transition curve, is
25. If the area calculated form the plan plotted with measurements by an erroneous chain, accurate area of the plan is

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