RCC Mcqs

Practice Quiz On RCC Mcqs

30 Marks

1 / 30

In a slab, the pitch of the main reinforcement should not exceed its effective depth

2 / 30

The diameter of longitudinal bars of a column should never be less than

3 / 30

For a circular slab carrying a uniformly distributed load, the ratio of the maximum negative to maximum positive radial moment, is

4 / 30

Enlarged head of a supporting column of a flat slab is technically known as

5 / 30

If the diameter of the main reinforcement in a slab is 16 mm, the concrete cover to main bars is

6 / 30

The minimum clear cover for R.C.C. columns shall be

7 / 30

Design of a two way slab simply supported on edges and having no provision to prevent the corners from lifting, is made by

8 / 30

Dimensions of a beam need be changed if the shear stress is more than

9 / 30

In a combined footing for two columns carrying unequal loads, the maximum hogging bending moment occurs at

10 / 30

The maximum ratio of span to depth of a cantilever slab, is

11 / 30

A raft foundation is provided if its area exceeds the plan area of the building by

12 / 30

If diameter of a reinforcement bar is d, the anchorage value of the hook is

13 / 30

On piles, the drop must be at least

14 / 30

The maximum ratio of span to depth of a slab simply supported and spanning in two directions, is

15 / 30

The ratio of the breadth to effective depth of a beam is kept

16 / 30

The effective span of a simply supported slab, is

17 / 30

A column is regarded as long column if the ratio of its effective length and lateral dimension, exceeds

18 / 30

The breadth of a ribbed slab containing two bars must be between

19 / 30

The diameter of longitudinal bars of a column should never be less than

20 / 30

As the percentage of steel increases

21 / 30

The maximum permissible size of aggregates to be used in casting the ribs of a slab, is

22 / 30

For M 15 grade concrete (1 : 2 : 4) the moment of resistance factor is

23 / 30

Spacing of stirrups in a rectangular beam, is

24 / 30

The toe projection of foundation slabs is taken

25 / 30

A continuous beam shall be deemed to be a deep beam if the ratio of effective span to overall depth, is

26 / 30

Steel beam theory is used for

27 / 30

In a pre-stressed member it is advisable to use

28 / 30

The diameter of the column head support a flat slab, is generally kept

29 / 30

The weight of a foundation is assumed as

30 / 30

If the loading on a pre-stressed rectangular beam, is uniformly distributed, the tendon to be provided should be.

Your score is

0%

The diameter of longitudinal bars of a column should never be less than

A) 6 mm

B) 8 mm

C) 10 mm

D) 12 mm

D) 12 mm


A continuous beam shall be deemed to be a deep beam if the ratio of effective span to overall depth, is

A) 2.5

B) 2.0

C) less than 2

D) less than 2.5

D) less than 2.5


The maximum ratio of span to depth of a cantilever slab, is

A) 8

B) 10

C) 12

D) 14

C) 12


In a slab, the pitch of the main reinforcement should not exceed its effective depth

A) Three times

B) Four times

C) Five times

D) Two times

A) Three times


The breadth of a ribbed slab containing two bars must be between

A) 6 cm to 7.5 cm

B) 8 cm to 10 cm

C) 10 cm to 12 cm

D) 12 cm to 15 cm

B) 8 cm to 10 cm


Spacing of stirrups in a rectangular beam, is

A) Kept constant throughout the length

B) Decreased towards the centre of the beam

C) Increased at the ends

D) Increased at the centre of the beam

D) Increased at the centre of the beam


If diameter of a reinforcement bar is d, the anchorage value of the hook is

A) 4d

B) 8d

C) 12d

D) 16d

D) 16d


The effective span of a simply supported slab, is

A) Distance between the centers of the bearings

B) Clear distance between the inner faces of the walls plus twice the thickness of the wall

C) Clear span plus effective depth of the slab

D) None of these

B) Clear distance between the inner faces of the walls plus twice the thickness of the wall


The maximum ratio of span to depth of a slab simply supported and spanning in two directions, is

A) 25

B) 30

C) 35

D) 40

C) 35


The diameter of longitudinal bars of a column should never be less than

A) 6 mm

B) 8 mm

C) 10 mm

D) 12 mm

D) 12 mm


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