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RCC Structures Design

RCC Structures Design
If the diameter of the main reinforcement in a slab is 16 mm, the concrete cover to main bars is

14 mm
12 mm
10 mm
16 mm

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RCC Structures Design
The minimum clear cover for R.C.C. columns shall be

Greater of 25 mm or diameter
Smaller of 25 mm or diameter
Greater of 40 mm or diameter
Smaller of 40 mm or diameter

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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
Compression is resisted by compression steel
Stress in tension steel equals the stress in compression steel

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

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RCC Structures Design
If the permissible compressive and tensile stresses in a singly reinforced beam are 50 kg/cm² and 1400 kg/cm² respectively and the modular ratio is 18, the percentage area At of the steel required for an economic section, is

0.796 %
0.496 %
0.596 %
0.696 %

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RCC Structures Design
The stresses developed in concrete and steel in reinforced concrete beam 25 cm width and 70 cm effective depth, are 62.5 kg/cm² and 250 kg/cm² respectively. If m = 15, the depth of its neutral axis is

20 cm
30 cm
35 cm
25 cm

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