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

35

40

45

30

35

40

45

30

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RCC Structures Design
On an absolutely rigid foundation base, the pressure will

Be zero at the centre of the foundation

Be more at the edges of the foundation

Be uniform

Not be uniform

Be zero at the centre of the foundation

Be more at the edges of the foundation

Be uniform

Not be uniform

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RCC Structures Design
The effective span of a simply supported slab, is

Distance between the centers of the bearings

Clear distance between the inner faces of the walls plus twice the thickness of the wall

Clear span plus effective depth of the slab

None of these

Distance between the centers of the bearings

Clear distance between the inner faces of the walls plus twice the thickness of the wall

Clear span plus effective depth of the slab

None of these

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RCC Structures Design
If the length of an intermediate span of a continuous slab is 5 m, the length of the end span is kept

4.5 m

4.1 m

4.7 m

4.0 m

4.5 m

4.1 m

4.7 m

4.0 m

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RCC Structures Design
The floor slab of a building is supported on reinforced cement floor beams. The ratio of the end and intermediate spans is kept

0.8

0.9

0.7

0.2

0.8

0.9

0.7

0.2

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RCC Structures Design
To ensure that the hogging bending moment at two points of suspension of a pile of length L equals the sagging moment at its centre, the distances of the points of suspension from either end, is

0.107 L

0.307 L

0.207 L

0.407 L

0.107 L

0.307 L

0.207 L

0.407 L

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RCC Structures Design

RCC Structures Design On an absolutely rigid foundation base, the pressure will

RCC Structures Design The effective span of a simply supported slab, is

RCC Structures Design If the length of an intermediate span of a continuous slab is 5 m, the length of the end span is kept

RCC Structures Design The floor slab of a building is supported on reinforced cement floor beams. The ratio of the end and intermediate spans is kept

RCC Structures Design To ensure that the hogging bending moment at two points of suspension of a pile of length L equals the sagging moment at its centre, the distances of the points of suspension from either end, is

RCC Structures Design
On an absolutely rigid foundation base, the pressure will

RCC Structures Design
The effective span of a simply supported slab, is

RCC Structures Design
If the length of an intermediate span of a continuous slab is 5 m, the length of the end span is kept

RCC Structures Design
The floor slab of a building is supported on reinforced cement floor beams. The ratio of the end and intermediate spans is kept

RCC Structures Design
To ensure that the hogging bending moment at two points of suspension of a pile of length L equals the sagging moment at its centre, the distances of the points of suspension from either end, is