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
In a combined footing for two columns carrying unequal loads, the maximum hogging bending moment occurs at

A point of zero shear force

More loaded column

A point of the maximum shear force

Less loaded column

A point of zero shear force

More loaded column

A point of the maximum shear force

Less loaded column

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RCC Structures Design
The toe projection of foundation slabs is taken

As one sixth of overall height of the wall

Below ground surface

As one third of the base

Equal to heel slab

As one sixth of overall height of the wall

Below ground surface

As one third of the base

Equal to heel slab

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RCC Structures Design
Thickened part of a flat slab over its supporting column, is technically known as

Capital

None of these

Drop panel

Column head

Capital

None of these

Drop panel

Column head

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RCC Structures Design
A raft foundation is provided if its area exceeds the plan area of the building by

10 %

20 %

50 %

40 %

10 %

20 %

50 %

40 %

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RCC Structures Design
An R.C.C beam of 25 cm width has a clear span of 5 metres and carries a U.D.L. of 2000 kg/m inclusive of its self weight. If the lever arm of the section is 45 cm., the beam is

Safe in shear

Is safe with stirrups and inclined members

Needs revision of the section

Is safe with stirrups

Safe in shear

Is safe with stirrups and inclined members

Needs revision of the section

Is safe with stirrups

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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 In a combined footing for two columns carrying unequal loads, the maximum hogging bending moment occurs at

RCC Structures Design The toe projection of foundation slabs is taken

RCC Structures Design Thickened part of a flat slab over its supporting column, is technically known as

RCC Structures Design A raft foundation is provided if its area exceeds the plan area of the building by

RCC Structures Design An R.C.C beam of 25 cm width has a clear span of 5 metres and carries a U.D.L. of 2000 kg/m inclusive of its self weight. If the lever arm of the section is 45 cm., the beam 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
In a combined footing for two columns carrying unequal loads, the maximum hogging bending moment occurs at

RCC Structures Design
The toe projection of foundation slabs is taken

RCC Structures Design
Thickened part of a flat slab over its supporting column, is technically known as

RCC Structures Design
A raft foundation is provided if its area exceeds the plan area of the building by

RCC Structures Design
An R.C.C beam of 25 cm width has a clear span of 5 metres and carries a U.D.L. of 2000 kg/m inclusive of its self weight. If the lever arm of the section is 45 cm., the beam is