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RCC Structures Design

RCC Structures Design
The diameter of main bars in R.C.C. columns, shall not be less than

12 mm
11 mm
15 mm
10 mm

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RCC Structures Design
A pre-cast pile generally used, is

Circular
Square
Square with corners chamfered
Octagonal

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

10
16
8
12

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RCC Structures Design
In favourable circumstances a 15 cm concrete cube after 28 days, attains a maximum crushing strength

100 kg/cm²
400 kg/cm²
300 kg/cm²
200 kg/cm²

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RCC Structures Design
If p₁ and p₂ are effective lateral loadings at the bottom and top exerted by a level earth subjected to a super-load on the vertical face of height h of a retaining wall, the horizontal pressure p per unit length of the wall, is

(p₁ - p₂) ⅔h
[(p₁ + p₂)/4] h
[(p₁ + p₂)/2] h
[(p₁ - p₂)/2] h

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RCC Structures Design
For the design of a simply supported T-beam the ratio of the effective span to the overall depth of the beam is limited to

10
20
15
25

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