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RCC Structures Design

RCC Structures Design
The number of treads in a flight is equal to

Risers in the flight
Risers plus one
Risers minus one
None of these

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RCC Structures Design
In case the factor of safety against sliding is less than 1.5, a portion of slab is constructed downwards at the end of the heel slab, which is known as

A cut-off wall
A key
All listed here
A rib

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RCC Structures Design
In a pre-stressed member it is advisable to use

Low strength concrete only
High strength concrete only
Low strength concrete but high tensile steel
High strength concrete and high tensile steel

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

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RCC Structures Design
The diameter of longitudinal bars of a column should never be less than

8 mm
12 mm
6 mm
10 mm

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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 above centroidal axis
Straight below centroidal axis
Parabolic with convexity downward

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