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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

One diameter
3 diameters
2.5 diameters
3.5 diameters

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RCC Structures Design
If the ratio of long and short spans of a two way slab with corners held down is r, the actual reduction of B.M. is given by

(5/6) (r²/1 + r⁴) M
(5/6) (r/1 + r²) M
(5/6) (r²/1 + r²) M
(5/6) (r²/1 + r³) M

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RCC Structures Design
A foundation rests on

Base of the foundation
Foundation soil
Both B and C
Sub-grade

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RCC Structures Design
The thickness of the topping of a ribbed slab, varies between

5 cm to 8 cm
3 cm to 5 cm
8 cm to 10 cm
12 cm to 15 cm

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RCC Structures Design
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

0.407 L
0.107 L
0.207 L
0.307 L

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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

Over reinforced section
Critical section
Under-reinforced section
Economic section

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