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RCC Structures Design

RCC Structures Design
If T and R are tread and rise respectively of a stair, then

R + 2T= 30
R + 2T = 60
2R + T = 30
2R + T = 60

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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

Critical section
Over reinforced section
Under-reinforced section
Economic section

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RCC Structures Design
A part of the slab may be considered as the flange of the T-beam if

It is effectively bonded together with the beam
All of the listed here
It is built integrally with the beam
Flange has adequate reinforcement transverse to beam

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RCC Structures Design
If the loading on a pre-stressed rectangular beam, is uniformly distributed, the tendon to be provided should be.

Straight below centroidal axis
Parabolic with convexity upward
Straight above centroidal axis
Parabolic with convexity downward

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RCC Structures Design
An R.C.C. beam of 6 m span is 30 cm wide and has a lever arm of 55 cm. If it carries a U.D.L. of 12 t per m and allowable shear stress is 5 kg/cm², the beam

Is safe in shear
Is safe with stirrups
Is safe with stirrups and inclined bars
Needs revision of section

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RCC Structures Design
If the maximum shear stress at the end of a simply supported R.C.C. beam of 6 m effective span is 10 kg/cm², the share stirrups are provided for a distance ‘x’ from either end where, ‘x’ is

150 cm
100 cm
50 cm
200 cm

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