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RCC Structures Design

RCC Structures Design
For stairs spanning horizontally, the minimum waist provided is

6 cm
12 cm
8 cm
4 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
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)²
w₁/w₂ = (l₂/l₁)³
w₁/w₂ = (l₂/l₁)⁴
w₁/w₂ = l₂/l₁

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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
The maximum ratio of span to depth of a slab simply supported and spanning in one direction, is

35
30
25
20

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

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

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