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RCC Structures Design

RCC Structures Design
The weight of reinforced concrete, is generally taken as

2200 kg/m³
2300 kg/m³
2500 kg/m³
2400 kg/m³

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RCC Structures Design
An R.C.C beam of 25 cm width has a clear span of 5 metres and carries a U.D.L. of 2000 kg/m inclusive of its self weight. If the lever arm of the section is 45 cm., the beam is

Is safe with stirrups
Needs revision of the section
Safe in shear
Is safe with stirrups and inclined members

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

0.7
0.5
0.75
0.25

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RCC Structures Design
If the modular ratio is ‘m’, steel ratio is ‘r’ and overall depth of a beam is ‘d’, the depth of the critical neutral axis of the beam, is

[(m + r)/m] d
[m/(m - r)] d
[m/(m + r)] d
[(r - m)/m] d

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RCC Structures Design
If the maximum dip of a parabolic tendon carrying tension P is h and the effective length of the pre-stressed beam is L, the upward uniform pressure will be

8hl/p
8hp/l²
8hl/p²
8hp/l

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RCC Structures Design
To ensure uniform pressure distribution, the thickness of the foundation, is

Kept zero at the edge
Decreased gradually towards the edge
Kept uniform throughout
Increased gradually towards the edge

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