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[Mock Test] RCC design Mock test – 2 | Civil Engineering Online Tests

Welcome to your RCC structures Design Mock test - 2
Take an exciting test in RCC structures
You have only 20 mins to complete the test (30 Questions)
Wish you all the best!!!
1. If the diameter of longitudinal bars of a square column is 16 mm, the diameter of lateral ties should not be less than
2. Distribution reinforcement in a simply supported slab, is provided to distribute
3. 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
4. The radius of a bar bend to form a hook, should not be less than
5. In a singly reinforced beam, the effective depth is measured from its compression edge to
6. A T-beam behaves as a rectangular beam of a width equal to its flange if its neutral axis
7. [A + (m - 1)ASC] known as equivalent concrete area of R.C.C. is given by
8. The maximum shear stress (qmax) in a rectangular beam is
9. The thickness of the topping of a ribbed slab, varies between
10. The live load to be considered for an inaccessible roof, is
11. The shear reinforcement in R.C.C. is provided to resist
12. Steel beam theory is used for
13. To ensure uniform pressure distribution, the thickness of the foundation, is
14. For stairs spanning horizontally, the minimum waist provided is
15. Pick up the incorrect statement from the following: Tensile reinforcement bars of a rectangular beam
16. The length of the straight portion of a bar beyond the end of the hook, should be at least
17. The toe projection of foundation slabs is taken
18. Distribution of shear intensity over a rectangular section of a beam, follows :
19. 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
20. The horizontal portion of a step in a stairs case, is known as
21. 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
22. In a simply supported slab the minimum spacing of distribution reinforcement, should be four times the effective thickness of the slab or
23. If the sides of a slab simply supported on edges and spanning in two directions are equal, the maximum bending moment is multiplied by
24. If the depth of actual neutral axis of a doubly reinforced beam
25. 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
26. According to I.S.: 456, 1978 the thickness of reinforced concrete footing on piles at its edges, is kept less than
27. 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
28. The maximum diameter of a bar used in a ribbed slab, is
29. The maximum ratio of span to depth of a cantilever slab, is
30. The weight of a foundation is assumed as

1 Comment on "[Mock Test] RCC design Mock test – 2 | Civil Engineering Online Tests"

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

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