# Civil Engineering RCC design Mock test – 2

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1. If the sides of a slab simply supported on edges and spanning in two directions are equal, the maximum bending moment is multiplied by
2. Distribution of shear intensity over a rectangular section of a beam, follows :
3. If the depth of actual neutral axis of a doubly reinforced beam
4. The weight of a foundation is assumed as
5. The shear reinforcement in R.C.C. is provided to resist
6. The maximum ratio of span to depth of a cantilever slab, is
7. In a simply supported slab the minimum spacing of distribution reinforcement, should be four times the effective thickness of the slab or
8. [A + (m - 1)ASC] known as equivalent concrete area of R.C.C. is given by
9. The length of lap in tension reinforcement should not be less than the bar diameter x (actual tension / four times the permissible average bond stress) if it is more than
10. The length of the straight portion of a bar beyond the end of the hook, should be at least
11. Distribution reinforcement in a simply supported slab, is provided to distribute
12. The horizontal portion of a step in a stairs case, is known as
13. The radius of a bar bend to form a hook, should not be less than
14. Steel beam theory is used for
15. The toe projection of foundation slabs is taken
16. For stairs spanning horizontally, the minimum waist provided is
17. The maximum diameter of a bar used in a ribbed slab, is
18. To ensure that the hogging bending moment at two points of suspension of a pile of length L equals the sagging moment at its centre, the distances of the points of suspension from either end, is
19. Pick up the incorrect statement from the following: Tensile reinforcement bars of a rectangular beam
20. Pick up the incorrect statement from the following. The intensity of horizontal shear stress at the elemental part of a beam section, is directly proportional to
21. To ensure uniform pressure distribution, the thickness of the foundation, is
22. The thickness of the topping of a ribbed slab, varies between
23. If the ratio of the span to the overall depth does not exceed 10, the stiffness of the beam will ordinarily be satisfactory in case of a
24. According to I.S.: 456, 1978 the thickness of reinforced concrete footing on piles at its edges, is kept less than
25. In a singly reinforced beam, the effective depth is measured from its compression edge to
26. A T-beam behaves as a rectangular beam of a width equal to its flange if its neutral axis
27. The live load to be considered for an inaccessible roof, is
28. Total pressure on the vertical face of a retaining wall of height h acts parallel to free surface and from the base at a distance of
29. If the diameter of longitudinal bars of a square column is 16 mm, the diameter of lateral ties should not be less than
30. The maximum shear stress (qmax) in a rectangular beam is

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#### 1 Commenton "Civil Engineering RCC design Mock test – 2"

1. rcc 2 mcq mai time he start ni ho rha hai kya kru

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