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RCC Structures Design

RCC Structures Design
The maximum diameter of a bar used in a ribbed slab, is

20 mm
6 mm
12 mm
22 mm

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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

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

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

10 %
25 %
15 %
20 %

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RCC Structures Design
Dimensions of a beam need be changed if the shear stress is more than

10 kg/cm²
20 kg/cm²
15 kg/cm²
25 kg/cm²

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RCC Structures Design
Post tensioning system

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

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RCC Structures Design
In a combined footing if shear stress exceeds 5 kg/cm², the nominal stirrups provided are:

8 legged
6 legged
10 legged
12 legged

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