Surveying Mock test - 4 || Civil Engineering Mock tests - CIVIL ENGINEERING OBJECTIVE

Surveying Mock test – 4 || Civil Engineering Mock tests

Welcome to your Surveying Mock test -4
Take an exciting test in Surveying
You have only 20 mins to complete the test (25 Questions)
Wish you all the best!!!
1. With usual notations, the expression  V^2/gR represents
2. The orthographical projection of a traverse leg upon the reference meridian, is known as
3. Grid lines are parallel to
4. Total latitude of a point is positive if it lies
5. The tangent to the liquid surface in a level tube, is parallel to the axis of the level tube at
6. Ramsden eye-piece consists of
7. Systematic errors are those errors
8. The method of finding out the difference in elevation between two points for eliminating the effect of curvature and refraction, is
9. In levelling operation,
10. The slope correction may be ignored if
11. ABCD is a rectangular plot of land. If the bearing of the side AB is 75°, the bearing of DCis
12. The minimum range for sliding the focusing lens in the internal focusing telescope for focusing at all distances beyond 4 m is
13. An angle of deflection right, may be directly obtained by setting the instrument to read
14. The apparent error on reversal is
15. If L is in kilometres, the curvature correction is
16. Magnetic declination at any place
17. If a tacheometer is fitted with an anal-latic lens
18. For orientation of a plane table with three points A, B and C, Bessel's drill is
19. Surveys which are carried out to depict mountains, rivers, water bodies, wooded areas and other cultural details, are known as
20. The reduced bearing of a line is N 87° W. Its whole circle bearing is
21. The horizontal angle between true meridian and magnetic meridian, is known
22. Which one of the following mistakes/errors may be cumulative + or - :
23. The distance between steps for measuring down hill to obtain better accuracy
24. Transition curves are introduced at either end of a circular curve, to obtain
25. The whole circle bearing of a line is 290°. Its reduced bearing is

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