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RCC Structures Design

RCC Structures Design
Cantilever retaining walls can safely be used for a height not more than

5 m
4 m
6 m
3 m

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RCC Structures Design
The minimum thickness of the cover at the end of a reinforcing bar should not be less than twice the diameter of the bar subject to a minimum of

25 mm
15 mm
20 mm
10 mm

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RCC Structures Design
The width of the flange of a L-beam, should be less than

Breadth of the rib + half clear distance between ribs
Least of the above
One-sixth of the effective span
Breadth of the rib + four times thickness of the slab

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RCC Structures Design
On piles, the drop must be at least

123 cm
80 cm
124 cm
120 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
w₁/w₂ = (l₂/l₁)⁴
w₁/w₂ = (l₂/l₁)²
w₁/w₂ = (l₂/l₁)³

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RCC Structures Design
To ensure uniform pressure distribution, the thickness of the foundation, is

Increased gradually towards the edge
Kept uniform throughout
Kept zero at the edge
Decreased gradually towards the edge

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