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RCC Structures Design

RCC Structures Design
The floor slab of a building is supported on reinforced cement floor beams. The ratio of the end and intermediate spans is kept

0.9
0.7
0.8
0.2

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RCC Structures Design
If the diameter of longitudinal bars of a square column is 16 mm, the diameter of lateral ties should not be less than

5 mm
7 mm
6 mm
4 mm

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RCC Structures Design
A pre-stressed concrete member

Is stressed after casting
Is made of concrete
Possesses internal stresses
Is made of reinforced concrete

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RCC Structures Design
In a combined footing for two columns carrying unequal loads, the maximum hogging bending moment occurs at

More loaded column
A point of the maximum shear force
A point of zero shear force
Less loaded column

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RCC Structures Design
If K is a constant depending upon the ratio of the width of the slab to its effective span l, x is the distance of the concentrated load from the nearer support, bw is the width of the area of contact of the concentrated load measured parallel to the supported edge, the effective width of the slab be is

Kx (1 + x/l) + bw
K/x (1 + x/d) + bw
All listed here
Kx (1 - x/l) + bw

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RCC Structures Design
The neutral axis of a T-beam exists

All listed here
Within the flange
Below the slab
At the bottom edge of the slab

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