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RCC Structures Design

RCC Structures Design
Minimum spacing between horizontal parallel reinforcement of the same size should not be less than

One diameter
3 diameters
2.5 diameters
3.5 diameters

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

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

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RCC Structures Design
An R.C.C. column is treated as short column if its slenderness ratio is less than

40
56
30
50

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RCC Structures Design
If ‘p’ is the net upward pressure on a square footing of side ‘b’ for a square column of side ‘a’, the maximum bending moment is given by

M = pb (b + a)/8
M = pb (c - a)/4
M = pb (b + a)/8
M = pb (b - a)²/8
M = pb (b - a)²/4

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RCC Structures Design
As per IS : 1343, total shrinkage for a pre-tensioned beam, is

3.0 × 10⁻⁵
3.0 × 10⁻³
3.0 × 10⁻²
3.5 × 10⁻⁵

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RCC Structures Design
The section of a reinforced beam where most distant concrete fibre in compression and tension in steel attains permissible stresses simultaneously, is called

All listed here
Critical section
Balanced section
Economic section

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