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RCC Structures Design

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

8.5
7.5
0.87
5.8

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RCC Structures Design
If Sb, is the average bond stress on a bar of diameter ‘d’ subjected to maximum stress ‘t’, the length of the embedment ‘l’ is given by

l = dt/2Sb
l = dt/3Sb
l = dt/Sb
l = dt/4Sb

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RCC Structures Design
The width of the flange of a T-beam should be less than

Breadth of the rib plus twelve times the thickness of the slab
Distance between the centers of T-beam
Least of the above
One-third of the effective span of the T-beam

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RCC Structures Design
The weight of reinforced concrete, is generally taken as

2300 kg/m³
2500 kg/m³
2200 kg/m³
2400 kg/m³

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RCC Structures Design
The transverse reinforcements provided at right angles to the main reinforcement

Resist the shrinkage stress
Resist the temperature stresses
All of these
Distribute the load

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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

35
30
25
20

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