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RCC Structures Design

RCC Structures Design
According to I.S. : 456 specifications, the safe diagonal tensile stress for M 150 grade concrete, is

20 kg/cm²
5 kg/cm²
15 kg/cm²
10 kg/cm²

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RCC Structures Design
On an absolutely rigid foundation base, the pressure will

Be more at the edges of the foundation
Not be uniform
Be uniform
Be zero at the centre of the foundation

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RCC Structures Design
The ratio of the breadth to effective depth of a beam is kept

0.5
0.7
0.75
0.25

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RCC Structures Design
The transverse reinforcements provided at right angles to the main reinforcement

Distribute the load
All of these
Resist the shrinkage stress
Resist the temperature stresses

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RCC Structures Design
If the loading on a pre-stressed rectangular beam, is uniformly distributed, the tendon to be provided should be.

Parabolic with convexity upward
Straight below centroidal axis
Straight above centroidal axis
Parabolic with convexity downward

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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

40 cm
75 cm
20 cm
30 cm

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