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RCC Structures Design

RCC Structures Design
For a circular slab carrying a uniformly distributed load, the ratio of the maximum negative to maximum positive radial moment, is

5
2
1
3

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RCC Structures Design
For stairs spanning l meters longitudinally between supports at the bottom and top of a flight carrying a load w per unit horizontal area, the maximum bending moment per metre width, is

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RCC Structures Design
Post tensioning system

None of these
Is economical for large spans and is adopted now a days
Was widely used in earlier days
Is not economical and hence not generally used

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RCC Structures Design
If the permissible compressive stress for a concrete in bending is C kg/m², the modular ratio is

2300/2C
2800/C
2800/C²
2800/3C

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

15 %
25 %
10 %
20 %

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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
A/P
P/2A
P/A

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