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SSC JE Civil Engineering Preliminary Exam in January 2018 | Practice test Day – 33




Welcome to your SSC JE Civil Engineering 2018 Objective Exam Practice test Day - 33
Take an exciting test in SSC JE Civil Preliminary Exam in January 2018. 
You have only 20 mins to complete the test (20 Questions)
Wish you all the best!!!
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1. The maximum shear stress (q) in concrete of a reinforced cement concrete beam is
2. If the diameter of longitudinal bars of a square column is 16 mm, the diameter of lateral ties  should not be less than
3. If diameter of a reinforcement bar is d, the anchorage value of the hook is
4. The thickness of base slab of a retaining wall generally provided, is
5. The weight of a foundation is assumed as
6. Distribution reinforcement in a simply supported slab, is provided to distribute
7. Design of R.C.C. cantilever beams, is based on the resultant force at
8. In a singly reinforced beam, if the permissible stress in concrete reaches earlier than that in steel, the beam section is called
9. If Sb, is the average bond stress on a bar of diameter subjected to maximum stress , the length of the embedment is given by
10. If T and R are tread and rise respectively of a stair, then
11. In a singly reinforced beam, the effective depth is measured from its compression edge to
12. The minimum cube strength of concrete used for a pre-stressed member, is
13. Distribution of shear intensity over a rectangular section of a beam, follows:
14. If d and n are the effective depth and depth of the neutral axis respectively of a singly reinforced beam, the lever arm of the beam, is
15. If is the overall height of a retaining wall retaining a surcharge, the width of the base slab  usually provided, is
16. Though the effective depth of a T-beam is the distance between the top compression edge to the  centre of the tensile reinforcement, for heavy loads, it is taken as
17. Steel beam theory is used for
18. On piles, the drop must be at least
19. For stairs spanning l metres longitudinally between supports at the bottom and top of a flight  carrying a load w per unit horizontal area, the maximum bending moment per metre width, is
20. Design of R.C.C. simply supported beams carrying U.D.L. is based on the resultant B.M. at







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