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RCC Structures Design

RCC Structures Design
In favourable circumstances a 15 cm concrete cube after 28 days, attains a maximum crushing strength

300 kg/cm²
400 kg/cm²
200 kg/cm²
100 kg/cm²

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RCC Structures Design
The maximum ratio of span to depth of a slab simply supported and spanning in two directions, is

25
35
40
30

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

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

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RCC Structures Design
High strength concrete is used in pre-stressed member

To overcome bursting stresses at the ends
To overcome high bearing stresses developed at the ends
To provide high bond stresses
All listed here

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RCC Structures Design
If q is the punching shear resistance per unit area a, is the side of a square footing for a column of side b, carrying a weight W including the weight of the footing, the depth (D) of the footing from punching shear consideration, is

D = W (a² - b²)/8a²bq
D = W (a² - b²)/4abq
D = W (a² - b²)/4a²bq
D = W (a - b)/4a²bq

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

Octagonal
Circular
Square with corners chamfered
Square

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