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RCC Structures Design

RCC Structures Design
If ‘W’ is the load on a circular slab of radius ‘R’, the maximum radial moment at the centre of the slab, is

WR²/16
3WR²/16
5WR²/16
2WR²/16

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

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RCC Structures Design
The maximum shear stress (qmax) in a rectangular beam is

1.50 times the average
1.75 times the average
1.25 times the average
2.0 times the average

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RCC Structures Design
The amount of reinforcement for main bars in a slab, is based upon

Maximum bending moment
Minimum bending moment
Minimum shear force
Maximum shear force

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RCC Structures Design
If the ratio of the span to the overall depth does not exceed 10, the stiffness of the beam will ordinarily be satisfactory in case of a

Continuous beam
Cantilever beam
Simply supported beam
None of these

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RCC Structures Design
According to I.S.: 456, 1978 the thickness of reinforced concrete footing on piles at its edges, is kept less than

20 cm
75 cm
30 cm
40 cm

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