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RCC Structures Design

RCC Structures Design
Total pressure on the vertical face of a retaining wall of height h acts parallel to free surface and from the base at a distance of

h/2
h/4
h/3
2h/3

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RCC Structures Design
In a cantilever retaining wall without a heel slab

Thickness of the stem is kept same throughout
Base slab is made 10 cm thicker than the stem
All listed here
Width of the base slab is kept 0.7 time the total height of the wall

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RCC Structures Design
The steel generally used in R.C.C. work, is

High tension steel
High carbon steel
Mild steel
Stainless

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RCC Structures Design
A singly reinforced concrete beam of 25 cm width and 70 cm effective depth is provided with 18.75 cm² steel. If the modular ratio (m) is 15, the depth of the neutral axis, is

35 cm
25 cm
30 cm
20 cm

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RCC Structures Design
If the effective length of a 32 cm diameter R.C.C. column is 4.40 m, its slenderness ratio, is

50
55
40
45

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RCC Structures Design
In a pre-stressed member it is advisable to use

High strength concrete only
Low strength concrete but high tensile steel
Low strength concrete only
High strength concrete and high tensile steel

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