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SSC JE Civil Engineering Preliminary Exam in January 2018 | Practice test Day – 46



Welcome to your SSC JE Civil Engineering 2018 Objective Exam Practice test Day - 46
Take an exciting test in SSC JE Civil Preliminary Exam in January 2018. 
You have only 20 mins to complete the test (25 Questions)
Wish you all the best!!!
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1. Surveys which are carried out to depict mountains, rivers, water bodies, wooded areas and other cultural details, are known as
2. Ramsden eye-piece consists of
3. The method of finding out the difference in elevation between two points for eliminating the effect of curvature and refraction, is
4. In levelling operation,
5. The whole circle bearing of a line is 290°. Its reduced bearing is
6. The slope correction may be ignored if
7. If a tacheometer is fitted with an anal-latic lens
8. Transition curves are introduced at either end of a circular curve, to obtain
9. Grid lines are parallel to
10. If L is in kilometres, the curvature correction is
11. Systematic errors are those errors
12. The apparent error on reversal is
13. ABCD is a rectangular plot of land. If the bearing of the side AB is 75°, the bearing of DCis
14. Magnetic declination at any place
15. Which one of the following mistakes/errors may be cumulative + or - :
16. The distance between steps for measuring down hill to obtain better accuracy
17. With usual notations, the expression  V^2/gR represents
18. The minimum range for sliding the focusing lens in the internal focusing telescope for focusing at all distances beyond 4 m is
19. The tangent to the liquid surface in a level tube, is parallel to the axis of the level tube at
20. For orientation of a plane table with three points A, B and C, Bessel's drill is
21. An angle of deflection right, may be directly obtained by setting the instrument to read
22. Total latitude of a point is positive if it lies
23. The horizontal angle between true meridian and magnetic meridian, is known
24. The reduced bearing of a line is N 87° W. Its whole circle bearing is
25. The orthographical projection of a traverse leg upon the reference meridian, is known as






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