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RCC Structures Design

RCC Structures Design
For M 150 grade concrete (1 : 2 : 4) the moment of resistance factor is

5.8
7.5
0.87
8.5

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RCC Structures Design
The length of lap in tension reinforcement should not be less than the bar diameter × (actual tension / four times the permissible average bond stress) if it is more than

24 bar diameters
30 bar diameters
18 bar diameters
36 bar diameters

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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

58 d
28 d
38 d
48 d

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

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

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

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

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RCC Structures Design
The design of a retaining wall assumes that the retained earth

All listed here
Is not cohesive
Is free from moisture
Is dry

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