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RCC Structures Design

RCC Structures Design
The percentage of minimum reinforcement of the gross sectional area in slabs, is

0.18 %
0.15 %
0.10 %
0.12 %

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RCC Structures Design
If the permissible compressive stress for a concrete in bending is C kg/m², the modular ratio is

2800/C²
2800/3C
2300/2C
2800/C

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

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

High carbon steel
Mild steel
High tension steel
Stainless

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RCC Structures Design
The maximum ratio of span to depth of a slab simply supported and spanning in one direction, is

25
30
35
20

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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

10 mm
15 mm
20 mm
25 mm

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