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RCC Structures Design

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
Dimensions of a beam need be changed if the shear stress is more than

10 kg/cm²
20 kg/cm²
15 kg/cm²
25 kg/cm²

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

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RCC Structures Design
The thickness of the topping of a ribbed slab, varies between

5 cm to 8 cm
3 cm to 5 cm
8 cm to 10 cm
12 cm to 15 cm

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RCC Structures Design
The advantage of reinforced concrete, is due to

Fire-resisting and durability
Monolithic character
Economy because of less maintenance cost
All listed here

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RCC Structures Design
If permissible working stresses in steel and concrete are respectively 1400 kg/cm² and 80 kg/cm² and modular ratio is 18, in a beam reinforced in tension side and of width 30 cm and having effective depth 46 cm, the lever arms of the section, is

39 cm
38 cm
40 cm
37 cm

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