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RCC Structures Design

RCC Structures Design
The allowable tensile stress in mild steel stirrups, reinforced cement concrete, is

230 kg/cm²
190 kg/cm²
1400 kg/cm²
260 kg/cm²

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RCC Structures Design
The width of the flange of a T-beam, which may be considered to act effectively with the rib depends upon

Overall thickness of the rib
Breadth of the rib
All of the listed here
Centre to centre distance between T-beams

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RCC Structures Design
Piles are usually driven by

All listed here
Single acting steam hammer
Drop hammer
Diesel operated hammer

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RCC Structures Design
In a doubly-reinforced beam if ‘c’ and ‘t’ are stresses in concrete and tension reinforcement, ‘d’ is the effective depth and ‘n’ is depth of critical neutral axis, the following relationship holds good

mc/t = n/(d - n)
(m + c)/t = n/(d + n)
mc/t = (d - n)/t
(t + c)/n = (d + n)/n

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RCC Structures Design
A foundation is called shallow if its depth, is

Three-fourth of its width
Half of its width
Equal to its width
One-fourth of its width

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

5.8
0.87
7.5
8.5

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