Surveying Mock test - 5 || Civil Engineering Mock tests - CIVIL ENGINEERING OBJECTIVE

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