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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
2.5 diameters
3 diameters
3.5 diameters

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RCC Structures Design
The width of the flange of a T-beam should be less than

Least of the above
Breadth of the rib plus twelve times the thickness of the slab
One-third of the effective span of the T-beam
Distance between the centers of T-beam

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RCC Structures Design
In a pre-stressed beam carrying an external load W with a bent tendon is having angle of inclination ? and pre-stressed load P. The net downward load at the centre is

W - 2P cos θ
W - P sin θ
W - P cos θ
W - 2P sin θ

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RCC Structures Design
With usual notations the depth of the neutral axis of a balanced section, is given by

mc/t = (d - n)/n
t/mc = (d + n)/n
t/mc = (d - n)/n
mc/t = n/(d - n)

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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

Balanced section
Critical section
Economic section
All listed here

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

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

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