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




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1. Design of R.C.C. simply supported beams carrying U.D.L. is based on the resultant B.M. at
2. If T and R are tread and rise respectively of a stair, then
3. The minimum cube strength of concrete used for a pre-stressed member, is
4. If is the overall height of a retaining wall retaining a surcharge, the width of the base slab  usually provided, is
5. 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
6. If Sb, is the average bond stress on a bar of diameter subjected to maximum stress , the length of the embedment is given by
7. The maximum shear stress (q) in concrete of a reinforced cement concrete beam is
8. 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
9. If diameter of a reinforcement bar is d, the anchorage value of the hook is
10. Distribution reinforcement in a simply supported slab, is provided to distribute
11. In a singly reinforced beam, the effective depth is measured from its compression edge to
12. The length of the straight portion of a bar beyond the end of the hook, should be at least
13. 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
14. 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
15. Design of R.C.C. cantilever beams, is based on the resultant force at
16. If the diameter of longitudinal bars of a square column is 16 mm, the diameter of lateral ties  should not be less than
17. Distribution of shear intensity over a rectangular section of a beam, follows:
18. On piles, the drop must be at least
19. 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
20. The thickness of base slab of a retaining wall generally provided, is
21. The weight of a foundation is assumed as
22. 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
23. Steel beam theory is used for
24. In a singly reinforced beam, if the permissible stress in concrete reaches earlier than that in steel, the beam section is called
25. 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







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