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

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

30

45

35

40

30

45

35

40

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RCC Structures Design
In the zone of R.C.C. beam where shear stress is less than 5 kg/cm², nominal reinforcement is provided at a pitch of

One-half lever arm of the section

Lever arm of the section

One and half lever arm of the section

One-third lever arm of the section

One-half lever arm of the section

Lever arm of the section

One and half lever arm of the section

One-third lever arm of the section

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RCC Structures Design
Minimum spacing between horizontal parallel reinforcement of the same size should not be less than

2.5 diameters

One diameter

3 diameters

3.5 diameters

2.5 diameters

One diameter

3 diameters

3.5 diameters

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RCC Structures Design
A flat slab is supported

On beams

On beams and columns

On columns

On columns monolithically built with slab

On beams

On beams and columns

On columns

On columns monolithically built with slab

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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

One-third of the effective span of the T-beam

Distance between the centers of T-beam

Least of the above

Breadth of the rib plus twelve times the thickness of the slab

One-third of the effective span of the T-beam

Distance between the centers of T-beam

Least of the above

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

Distribute the load

All of these

Resist the shrinkage stress

Resist the temperature stresses

Distribute the load

All of these

Resist the shrinkage stress

Resist the temperature stresses

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RCC Structures Design

RCC Structures Design In the zone of R.C.C. beam where shear stress is less than 5 kg/cm², nominal reinforcement is provided at a pitch of

RCC Structures Design Minimum spacing between horizontal parallel reinforcement of the same size should not be less than

RCC Structures Design A flat slab is supported

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

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

RCC Structures Design
In the zone of R.C.C. beam where shear stress is less than 5 kg/cm², nominal reinforcement is provided at a pitch of

RCC Structures Design
Minimum spacing between horizontal parallel reinforcement of the same size should not be less than

RCC Structures Design
A flat slab is supported

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

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