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RCC Structures Design

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

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

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

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RCC Structures Design
In a singly reinforced beam, the effective depth is measured from its compression edge to

Longitudinal central axis
Tensile reinforcement
Neutral axis of the beam
Tensile edge

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RCC Structures Design
The anchorage value of a hook is assumed sixteen times the diameter of the bar if the angle of the bend, is

45°
30°
40°
All listed here

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RCC Structures Design
Distribution reinforcement in a simply supported slab, is provided to distribute

Temperature stress
All listed here
Load
Shrinkage stress

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RCC Structures Design
The length of the straight portion of a bar beyond the end of the hook, should be at least

Thrice the diameter
Twice the diameter
Four times the diameter
Seven times the diameter

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