The stem of a cantilever retaining wall which retains earth level with top is 6 m. If the angle of repose and weight of the soil per cubic metre are 30° and 2000 kg respectively, the effective width of the stem at the bottom, is

RCC Structures Design
The stem of a cantilever retaining wall which retains earth level with top is 6 m. If the angle of repose and weight of the soil per cubic metre are 30° and 2000 kg respectively, the effective width of the stem at the bottom, is

54.5

53.5

52.5

51.5

54.5

53.5

52.5

51.5

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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 in shear

Is safe with stirrups and inclined bars

Needs revision of section

Is safe with stirrups

Is safe in shear

Is safe with stirrups and inclined bars

Needs revision of section

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RCC Structures Design
A pre-stressed concrete member is preferred because

Large size of long beams carrying large shear force need not be adopted

Removal of cracks in the members due to shrinkage

Its dimensions are not decided from the diagonal tensile stress

All listed here

Large size of long beams carrying large shear force need not be adopted

Removal of cracks in the members due to shrinkage

Its dimensions are not decided from the diagonal tensile stress

All listed here

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RCC Structures Design
The minimum thickness of the cover at the end of a reinforcing bar should not be less than twice the diameter of the bar subject to a minimum of

10 mm

20 mm

15 mm

25 mm

10 mm

20 mm

15 mm

25 mm

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RCC Structures Design
The effective width of a column strip of a flat slab, is

Diameter of the column

One-fourth the width of the panel

Radius of the column

Half the width of the panel

Diameter of the column

One-fourth the width of the panel

Radius of the column

Half the width of the panel

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

12 mm

20 mm

6 mm

22 mm

12 mm

20 mm

6 mm

22 mm

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RCC Structures Design

RCC Structures Design The stem of a cantilever retaining wall which retains earth level with top is 6 m. If the angle of repose and weight of the soil per cubic metre are 30° and 2000 kg respectively, the effective width of the stem at the bottom, is

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 A pre-stressed concrete member is preferred because

RCC Structures Design The minimum thickness of the cover at the end of a reinforcing bar should not be less than twice the diameter of the bar subject to a minimum of

RCC Structures Design The effective width of a column strip of a flat slab, is

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

RCC Structures Design
The stem of a cantilever retaining wall which retains earth level with top is 6 m. If the angle of repose and weight of the soil per cubic metre are 30° and 2000 kg respectively, the effective width of the stem at the bottom, is

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
A pre-stressed concrete member is preferred because

RCC Structures Design
The minimum thickness of the cover at the end of a reinforcing bar should not be less than twice the diameter of the bar subject to a minimum of

RCC Structures Design
The effective width of a column strip of a flat slab, is

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