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RCC Structures Design

RCC Structures Design
The minimum thickness of the cover at the end of a reinforcing bar should not be less than twice the diameter of the bar subject to a minimum of

25 mm
10 mm
20 mm
15 mm

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RCC Structures Design
If jd is the lever arm and ΣO is the total perimeter of reinforcement of an R.C.C. beam, the bond stress at the section having Q shear force, is

Q/3jdƩO
2 × Q/jdƩO
Q/jdƩO
Q/2jdƩO

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RCC Structures Design
In a combined footing if shear stress exceeds 5 kg/cm², the nominal stirrups provided are:

8 legged
10 legged
6 legged
12 legged

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RCC Structures Design
A T-beam behaves as a rectangular beam of a width equal to its flange if its neutral axis

Remains within the flange
None of these
Remains below the slab
Coincides the geometrical centre of the beam

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RCC Structures Design
According to the steel beam theory of doubly reinforced beams

All of the listed here
Stress in tension steel equals the stress in compression steel
Tension is resisted by tension steel
Compression is resisted by compression steel

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RCC Structures Design
If ‘W’ is the uniformly distributed load on a circular slab of radius ‘R’ fixed at its ends, the maximum positive radial moment at its centre, is

None of these
3WR²/16
2WR²/16
WR²/16

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