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

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 = 0.0775 a

D = 0.775 √a

D = 0.775 a

D = 0.775 a²

D = 0.0775 a

D = 0.775 √a

D = 0.775 a

D = 0.775 a²

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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

All of the listed here

Breadth of the rib

Overall thickness of the rib

Centre to centre distance between T-beams

All of the listed here

Breadth of the rib

Overall thickness of the rib

Centre to centre distance between T-beams

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RCC Structures Design
A part of the slab may be considered as the flange of the T-beam if

All of the listed here

Flange has adequate reinforcement transverse to beam

It is effectively bonded together with the beam

It is built integrally with the beam

All of the listed here

Flange has adequate reinforcement transverse to beam

It is effectively bonded together with the beam

It is built integrally with the beam

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RCC Structures Design
Though the effective depth of a T-beam is the distance between the top compression edge to the centre of the tensile reinforcement, for heavy loads, it is taken as

1/12th of the span

1/16th of the span

1/10th of the span

1/8th of the span

1/12th of the span

1/16th of the span

1/10th of the span

1/8th of the span

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

2400 kg/m³

2200 kg/m³

2500 kg/m³

2300 kg/m³

2400 kg/m³

2200 kg/m³

2500 kg/m³

2300 kg/m³

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RCC Structures Design
A reinforced concrete cantilever beam is 3.6 m long, 25 cm wide and has its lever arm 40 cm. It carries a load of 1200 kg at its free end and vertical stirrups can carry 1800 kg. Assuming concrete to carry one-third of the diagonal tension and ignoring the weight of the beam, the number of shear stirrups required, is

40

35

30

45

40

35

30

45

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RCC Structures Design

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

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

RCC Structures Design A part of the slab may be considered as the flange of the T-beam if

RCC Structures Design Though the effective depth of a T-beam is the distance between the top compression edge to the centre of the tensile reinforcement, for heavy loads, it is taken as

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

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

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

RCC Structures Design
A part of the slab may be considered as the flange of the T-beam if

RCC Structures Design
Though the effective depth of a T-beam is the distance between the top compression edge to the centre of the tensile reinforcement, for heavy loads, it is taken as

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