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RCC Structures Design

RCC Structures Design
Minimum spacing between horizontal parallel reinforcement of the same size should not be less than

2.5 diameters
3 diameters
One diameter
3.5 diameters

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RCC Structures Design
In a singly reinforced beam, if the permissible stress in concrete reaches earlier than that in steel, the beam section is called

Under-reinforced section
Economic section
Critical section
Over reinforced section

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RCC Structures Design
The advantage of a concrete pile over a timber pile, is

Higher bearing capacity
All of these
No restriction on length
No decay due to termites

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

6 legged
8 legged
12 legged
10 legged

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RCC Structures Design
If the effective length of a 32 cm diameter R.C.C. column is 4.40 m, its slenderness ratio, is

40
45
50
55

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RCC Structures Design
The neutral axis of a T-beam exists

Below the slab
All listed here
Within the flange
At the bottom edge of the slab

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