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RCC Structures Design

RCC Structures Design
For initial estimate for a beam design, the width is assumed

1/25th of span
1/15th of span
1/30th of span
1/20th of span

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RCC Structures Design
Spacing of stirrups in a rectangular beam, is

Kept constant throughout the length
Decreased towards the centre of the beam
Increased at the ends
Increased at the centre of the 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 - 2P sin θ
W - P sin θ
W - P cos θ

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RCC Structures Design
For M 150 grade concrete (1 : 2 : 4) the moment of resistance factor is

7.5
5.8
0.87
8.5

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RCC Structures Design
If the diameter of the main reinforcement in a slab is 16 mm, the concrete cover to main bars is

12 mm
16 mm
14 mm
10 mm

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

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