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RCC Structures Design

RCC Structures Design
For M 150 grade concrete (1 : 2 : 4) the moment of resistance factor is

0.87
5.8
8.5
7.5

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

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

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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

0.207 L
0.407 L
0.107 L
0.307 L

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RCC Structures Design
If depth of slab is 10 cm, width of web 30 cm, depth of web 50 cm, centre to centre distance of beams 3 m, effective span of beams 6 m, the effective flange width of the beam, is

200 cm
300 cm
100 cm
150 cm

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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
Under-reinforced section
Critical section
Economic section

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RCC Structures Design
The number of treads in a flight is equal to

None of these
Risers plus one
Risers minus one
Risers in the flight

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