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

35

40

45

30

35

40

45

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RCC Structures Design
An R.C.C. beam of 6 m span is 30 cm wide and has a lever arm of 55 cm. If it carries a U.D.L. of 12 t per m and allowable shear stress is 5 kg/cm², the beam

Is safe with stirrups

Is safe with stirrups and inclined bars

Needs revision of section

Is safe in shear

Is safe with stirrups

Is safe with stirrups and inclined bars

Needs revision of section

Is safe in shear

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RCC Structures Design
Pick up the incorrect statement from the following: Tensile reinforcement bars of a rectangular beam

Are bent up at suitable places to serve as shear reinforcement

Are bent down at suitable places to serve as shear reinforcement

Are maintained at bottom to provide at least local bond stress

Are curtailed if not required to resist the bending moment

Are bent up at suitable places to serve as shear reinforcement

Are bent down at suitable places to serve as shear reinforcement

Are maintained at bottom to provide at least local bond stress

Are curtailed if not required to resist the bending moment

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RCC Structures Design
According to I.S.: 456, 1978 the thickness of reinforced concrete footing on piles at its edges, is kept less than

40 cm

75 cm

20 cm

30 cm

40 cm

75 cm

20 cm

30 cm

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RCC Structures Design
For the design of a simply supported T-beam the ratio of the effective span to the overall depth of the beam is limited to

10

20

25

15

10

20

25

15

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RCC Structures Design
In a cantilever retaining wall without a heel slab

Thickness of the stem is kept same throughout

All listed here

Base slab is made 10 cm thicker than the stem

Width of the base slab is kept 0.7 time the total height of the wall

Thickness of the stem is kept same throughout

All listed here

Base slab is made 10 cm thicker than the stem

Width of the base slab is kept 0.7 time the total height of the wall

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RCC Structures Design

RCC Structures Design An R.C.C. beam of 6 m span is 30 cm wide and has a lever arm of 55 cm. If it carries a U.D.L. of 12 t per m and allowable shear stress is 5 kg/cm², the beam

RCC Structures Design Pick up the incorrect statement from the following: Tensile reinforcement bars of a rectangular beam

RCC Structures Design According to I.S.: 456, 1978 the thickness of reinforced concrete footing on piles at its edges, is kept less than

RCC Structures Design For the design of a simply supported T-beam the ratio of the effective span to the overall depth of the beam is limited to

RCC Structures Design In a cantilever retaining wall without a heel slab

RCC Structures Design
An R.C.C. beam of 6 m span is 30 cm wide and has a lever arm of 55 cm. If it carries a U.D.L. of 12 t per m and allowable shear stress is 5 kg/cm², the beam

RCC Structures Design
Pick up the incorrect statement from the following: Tensile reinforcement bars of a rectangular beam

RCC Structures Design
According to I.S.: 456, 1978 the thickness of reinforced concrete footing on piles at its edges, is kept less than

RCC Structures Design
For the design of a simply supported T-beam the ratio of the effective span to the overall depth of the beam is limited to

RCC Structures Design
In a cantilever retaining wall without a heel slab