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RCC Structures Design

RCC Structures Design
The live load to be considered for an accessible roof, is

75 kg/m³
Nil
150 kg/m²
200 kg/cm²

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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

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

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RCC Structures Design
If jd is the lever arm and ΣO is the total perimeter of reinforcement of an R.C.C. beam, the bond stress at the section having Q shear force, is

Q/jdƩO
Q/2jdƩO
Q/3jdƩO
2 × Q/jdƩO

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RCC Structures Design
If T and R are tread and rise respectively of a stair, then

R + 2T = 60
R + 2T= 30
2R + T = 30
2R + T = 60

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RCC Structures Design
In a singly reinforced beam, if the permissible stress in concrete reaches earlier than that in steel, the beam section is called

Critical section
Under-reinforced section
Economic section
Over reinforced section

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RCC Structures Design
A T-beam behaves as a rectangular beam of a width equal to its flange if its neutral axis

Coincides the geometrical centre of the beam
None of these
Remains below the slab
Remains within the flange

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