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RCC Structures Design

RCC Structures Design
The percentage of minimum reinforcement of the gross sectional area in slabs, is

0.15 %
0.12 %
0.18 %
0.10 %

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RCC Structures Design
If a bent tendon is required to balance a concentrated load W at the centre of the span L, the central dip h must be at least

WL/4P
WL/3P
WL/P
WL/2P

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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

25 cm
35 cm
30 cm
20 cm

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RCC Structures Design
The length of the lap in a compression member is kept greater than bar diameter x (Permissible stress in bar / Five times the bond stress) or

18 bar diameters
12 bar diameters
30 bar diameters
24 bar diameters

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RCC Structures Design
A singly reinforced concrete beam of 25 cm width and 70 cm effective depth is provided with 18.75 cm² steel. If the modular ratio (m) is 15, the depth of the neutral axis, is

20 cm
35 cm
30 cm
25 cm

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RCC Structures Design
The live load to be considered for an accessible roof, is

Nil
75 kg/m³
200 kg/cm²
150 kg/m²

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