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RCC Structures Design

RCC Structures Design
A flat slab is supported

On columns monolithically built with slab
On beams
On beams and columns
On columns

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RCC Structures Design
The transverse reinforcements provided at right angles to the main reinforcement

Distribute the load
Resist the temperature stresses
Resist the shrinkage stress
All of these

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RCC Structures Design
If C is creep coefficient, f is original pre-stress in concrete, m is modular ratio, E is Young's modulus of steel and e is shrinkage strain, the combined effect of creep and shrinkage is:

(C - 1) mf + eE
(1 - C) mf - eE
(C - 1) mf - eE
(1 - C) mf + eE

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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

0.7
0.2
0.9
0.8

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RCC Structures Design
A simply supported beam 6 m long and of effective depth 50 cm, carries a uniformly distributed load 2400 kg/m including its self weight. If the lever arm factor is 0.85 and permissible tensile stress of steel is 1400 kg/cm², the area of steel required, is

17 cm²
14 cm²
15 cm²
16 cm²

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RCC Structures Design
As the percentage of steel increases

Depth of neutral axis increases
Lever arm decreases
Lever arm increases
Depth of neutral axis decreases

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