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RCC Structures Design

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

0.15 %
0.12 %
0.18 %
0.10 %

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RCC Structures Design
If the bearing capacity of soil is 10 tonnes/cm² and the projection of plain concrete footing from walls, is a cm, the depth D of footing is

D = 0.0775 a
D = 0.775 √a
D = 0.775 a
D = 0.775 a²

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RCC Structures Design
Distribution reinforcement in a simply supported slab, is provided to distribute

Shrinkage stress
Load
Temperature stress
All listed here

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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
2300/2C
2800/3C
2800/C

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RCC Structures Design
The width of the rib of a T-beam, is generally kept between

1/3 to 2/3 of rib depth
1/7 to 1/3 of rib depth
1/3 to 1/2 of rib depth
1/2 to 3/4 of rib depth

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RCC Structures Design
An R.C.C. beam not provided with shear reinforcement may develop cracks in its bottom inclined roughly to the horizontal at

35°
25°
45°
55°

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