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RCC Structures Design

RCC Structures Design
For a number of columns constructed in a rcjw, the type of foundation provided, is

Strip
Raft
Footing
Strap

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RCC Structures Design
A pre-cast pile generally used, is

Circular
Octagonal
Square with corners chamfered
Square

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RCC Structures Design
The minimum cube strength of concrete used for a pre-stressed member, is

50 kg/cm²
350 kg/cm²
250 kg/cm²
150 kg/cm²

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RCC Structures Design
The reinforced concrete beam which has width 25 cm, lever arm 40 cm, shear force 6t/cm², safe shear stress 5 kg/cm² and B.M. 24 mt,

Is safe in shear
Needs redesigning
Is unsafe in shear
Is over safe in shear

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RCC Structures Design
Minimum spacing between horizontal parallel reinforcement of different sizes, should not be less than

One diameter of thicker bar
Twice the diameter of thinner bar
One diameter of thinner bar
None of these

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RCC Structures Design
If ‘A’ is the sectional area of a pre-stressed rectangular beam provided with a tendon pre-stressed by a force ‘P’ through its centroidal longitudinal axis, the compressive stress in concrete, is

2A/P
P/2A
A/P
P/A

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