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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
The floor slab of a building is supported on reinforced cement floor beams. The ratio of the end and intermediate spans is kept

0.8
0.2
0.9
0.7

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RCC Structures Design
Minimum spacing between horizontal parallel reinforcement of the same size should not be less than

One diameter
2.5 diameters
3 diameters
3.5 diameters

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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

35 cm
20 cm
30 cm
25 cm

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RCC Structures Design
If l₁ and l₂ are the lengths of long and short spans of a two way slab simply supported on four edges and carrying a load w per unit area, the ratio of the loads split into w₁ and w₂ acting on strips parallel to l₂ and l₁ is

w₁/w₂ = (l₂/l₁)³
w₁/w₂ = (l₂/l₁)⁴
w₁/w₂ = l₂/l₁
w₁/w₂ = (l₂/l₁)²

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RCC Structures Design
The allowable tensile stress in mild steel stirrups, reinforced cement concrete, is

190 kg/cm²
1400 kg/cm²
260 kg/cm²
230 kg/cm²

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