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RCC Structures Design

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

7.5
0.87
5.8
8.5

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RCC Structures Design
The minimum thickness of a flat slab is taken

All listed here
L/36 for end panels without drops
L/32 for end panels without drops
L/36 for interior panels without drop

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RCC Structures Design
The transverse reinforcements provided at right angles to the main reinforcement

Distribute the load
All of these
Resist the shrinkage stress
Resist the temperature stresses

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RCC Structures Design
By over-reinforcing a beam, the moment of resistance can be increased not more than

10 %
20 %
25 %
15 %

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RCC Structures Design
If the maximum shear stress at the end of a simply supported R.C.C. beam of 16 m effective span is 10 kg/cm², the length of the beam having nominal reinforcement, is

10 cm
12 cm
8 cm
6 cm

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RCC Structures Design
An R.C.C beam of 25 cm width has a clear span of 5 metres and carries a U.D.L. of 2000 kg/m inclusive of its self weight. If the lever arm of the section is 45 cm., the beam is

Safe in shear
Is safe with stirrups and inclined members
Needs revision of the section
Is safe with stirrups

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