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RCC Structures Design

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

All listed here
40°
45°
30°

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

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

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RCC Structures Design
An R.C.C. beam not provided with shear reinforcement may develop cracks in its bottom inclined roughly to the horizontal at

25°
55°
35°
45°

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RCC Structures Design
The breadth of a ribbed slab containing two bars must be between

12 cm to 15 cm
10 cm to 12 cm
6 cm to 7.5 cm
8 cm to 10 cm

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RCC Structures Design
The diameter of main bars in R.C.C. columns, shall not be less than

10 mm
11 mm
12 mm
15 mm

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RCC Structures Design
According to the steel beam theory of doubly reinforced beams

All of the listed here
Tension is resisted by tension steel
Stress in tension steel equals the stress in compression steel
Compression is resisted by compression steel

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