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RCC Structures Design

RCC Structures Design
A raft foundation is provided if its area exceeds the plan area of the building by

50 %
10 %
20 %
40 %

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RCC Structures Design
Though the effective depth of a T-beam is the distance between the top compression edge to the centre of the tensile reinforcement, for heavy loads, it is taken as

1/12th of the span
1/16th of the span
1/8th of the span
1/10th of the span

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RCC Structures Design
The modular ratio ‘m’ of a concrete whose permissible compressive stress is ‘C’, may be obtained from the equation.

m = 700/3C
m = 2800/3C
m = 3500/3C
m = 1400/3C

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

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RCC Structures Design
The diameter of main bars in R.C.C. columns, shall not be less than

10 mm
15 mm
12 mm
11 mm

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

6 legged
10 legged
12 legged
8 legged

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