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RCC Structures Design

RCC Structures Design
Columns may be made of plain concrete if their unsupported lengths do not exceed their least lateral dimension

Two times
Five times
Four times
Three times

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RCC Structures Design
The advantage of reinforced concrete, is due to

Fire-resisting and durability
Economy because of less maintenance cost
All listed here
Monolithic character

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RCC Structures Design
An R.C.C. beam of 25 cm width and 50 cm effective depth has a clear span of 6 meters and carries a U.D.L. of 3000 kg/m inclusive of its self weight. If the lever arm constant for the section is 0.865, the maximum intensity of shear stress, is

8.3 kg/cm²
21.5 kg/cm²
7.6 kg/cm²
21.5 kg/cm²

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RCC Structures Design
The ratio of the breadth to effective depth of a beam is kept

0.5
0.7
0.25
0.75

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

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

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

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