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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

2.5 diameters
One diameter
3.5 diameters
3 diameters

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RCC Structures Design
A T-beam behaves as a rectangular beam of a width equal to its flange if its neutral axis

None of these
Coincides the geometrical centre of the beam
Remains within the flange
Remains below the slab

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RCC Structures Design
The weight of a foundation is assumed as

10% of wall weight
5% of wall weight
7% of wall weight
12% of wall weight

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RCC Structures Design
If the length of an intermediate span of a continuous slab is 5 m, the length of the end span is kept

4.5 m
4.0 m
4.7 m
4.1 m

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

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RCC Structures Design
The radius of a bar bend to form a hook, should not be less than

Four times the diameter
Thrice the diameter
Twice the diameter
Five times the diameter

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