RCC Structures Design Mock test – 6 || Civil Engineering Mock tests

Welcome to your RCC Structures Design Mock test - 6
Take an exciting test in RCC structures Design
You have only 20 mins to complete the test (25 Questions)
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1. The maximum shear stress (q) in concrete of a reinforced cement concrete beam is
2. Distribution reinforcement in a simply supported slab, is provided to distribute
3. Distribution of shear intensity over a rectangular section of a beam, follows:
4. If the maximum shear stress at the end of a simply supported R.C.C. beam of 6 m effective span is 10 kg/cm2, the share stirrups are provided for a distance from either end where, is
5. If T and R are tread and rise respectively of a stair, then
6. If diameter of a reinforcement bar is d, the anchorage value of the hook is
7. 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
8. The weight of a foundation is assumed as
9. The minimum cube strength of concrete used for a pre-stressed member, is
10. On piles, the drop must be at least
11. If Sb, is the average bond stress on a bar of diameter subjected to maximum stress , the length of the embedment is given by
12. An R.C.C. column of 30 cm diameter is reinforced with 6 bars 12 mm placed symmetrically along the circumference. If it carries a load of 40, 000 kg axially, the stress is
13. The length of the straight portion of a bar beyond the end of the hook, should be at least
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 K is a constant depending upon the ratio of the width of the slab to its effective span l, x is the distance of the concentrated load from the nearer support, bw is the width of the area of contact of the concentrated load measured parallel to the supported edge, the effective width of the  slab be is
16. In a singly reinforced beam, the effective depth is measured from its compression edge to
17. To have pressure wholly compressive under the base of a retaining wall of width b, the resultant  of the weight of the wall and the pressure exerted by the retained, earth should have eccentricity  not more than
18. 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
19. In a singly reinforced beam, if the permissible stress in concrete reaches earlier than that in steel, the beam section is called
20. The thickness of base slab of a retaining wall generally provided, is
21. Design of R.C.C. cantilever beams, is based on the resultant force at
22. Design of R.C.C. simply supported beams carrying U.D.L. is based on the resultant B.M. at
23. Steel beam theory is used for
24. If the diameter of longitudinal bars of a square column is 16 mm, the diameter of lateral ties  should not be less than
25. If is the overall height of a retaining wall retaining a surcharge, the width of the base slab  usually provided, is

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