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

45

30

40

35

45

30

40

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RCC Structures Design
If the shear stress in a R.C.C. beam is

Greater than 20 kg/cm², the size of the section is changed

Greater than 4 kg/cm², but less than 20 kg/cm², shear reinforcement is provided

Equal or less than 5 kg/cm², no shear reinforcement is provided

All of these

Greater than 20 kg/cm², the size of the section is changed

Greater than 4 kg/cm², but less than 20 kg/cm², shear reinforcement is provided

Equal or less than 5 kg/cm², no shear reinforcement is provided

All of these

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RCC Structures Design
The maximum diameter of a bar used in a ribbed slab, is

20 mm

6 mm

12 mm

22 mm

20 mm

6 mm

12 mm

22 mm

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RCC Structures Design
If the effective length of a 32 cm diameter R.C.C. column is 4.40 m, its slenderness ratio, is

50

40

55

45

50

40

55

45

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RCC Structures Design
The advantage of a concrete pile over a timber pile, is

No restriction on length

No decay due to termites

Higher bearing capacity

All of these

No restriction on length

No decay due to termites

Higher bearing capacity

All of these

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

One-sixth of the effective span

Least of the above

Breadth of the rib + half clear distance between ribs

Breadth of the rib + four times thickness of the slab

One-sixth of the effective span

Least of the above

Breadth of the rib + half clear distance between ribs

Breadth of the rib + four times thickness of the slab

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RCC Structures Design

RCC Structures Design If the shear stress in a R.C.C. beam is

RCC Structures Design The maximum diameter of a bar used in a ribbed slab, is

RCC Structures Design If the effective length of a 32 cm diameter R.C.C. column is 4.40 m, its slenderness ratio, is

RCC Structures Design The advantage of a concrete pile over a timber pile, is

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

RCC Structures Design
If the shear stress in a R.C.C. beam is

RCC Structures Design
The maximum diameter of a bar used in a ribbed slab, is

RCC Structures Design
If the effective length of a 32 cm diameter R.C.C. column is 4.40 m, its slenderness ratio, is

RCC Structures Design
The advantage of a concrete pile over a timber pile, is

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