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RCC Structures Design

RCC Structures Design
The maximum permissible size of aggregates to be used in casting the ribs of a slab, is

5 mm
15 mm
7.5 mm
10 mm

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RCC Structures Design
If T and R are the tread and rise of a stair which carries a load w per square metre on slope, the corresponding load per square metre of the horizontal area, is

w √(R² + T²)/T
w (R + T)/T
w √(R + T)/T
w (R/T)

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RCC Structures Design
The maximum ratio of span to depth of a cantilever slab, is

16
10
8
12

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RCC Structures Design
The maximum diameter of a bar used in a ribbed slab, is

20 mm
12 mm
22 mm
6 mm

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RCC Structures Design
If diameter of a reinforcement bar is d, the anchorage value of the hook is

12d
4d
16d
8d

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

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