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RCC Structures Design

RCC Structures Design
If the average bending stress is 6 kg/cm² for M 150 grade concrete, the length of embedment of a bar of diameter d according to I.S. 456 specifications, is

38 d
48 d
58 d
28 d

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RCC Structures Design
If the diameter of longitudinal bars of a square column is 16 mm, the diameter of lateral ties should not be less than

4 mm
6 mm
5 mm
7 mm

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RCC Structures Design
As the percentage of steel increases

Lever arm increases
Lever arm decreases
Depth of neutral axis decreases
Depth of neutral axis increases

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RCC Structures Design
The Young's modulus of elasticity of steel, is

275 KN/mm²
250 KN/mm²
200 KN/mm²
150 KN/mm²

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

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RCC Structures Design
Design of R.C.C. simply supported beams carrying U.D.L. is based on the resultant B.M. at

Every section
Quarter span
Mid span
Supports

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