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

52.5

54.5

51.5

53.5

52.5

54.5

51.5

53.5

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RCC Structures Design
The minimum head room over a stair must be

200 cm

230 cm

205 cm

210 cm

200 cm

230 cm

205 cm

210 cm

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RCC Structures Design
A continuous beam shall be deemed to be a deep beam if the ratio of effective span to overall depth, is

Less than 2

Less than 2.5

2

2.5

Less than 2

Less than 2.5

2

2.5

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RCC Structures Design
Bottom bars under the columns are extended into the interior of the footing slab to a distance greater than

42 diameters from the centre of the column

24 diameters from the centre of the column

42 diameters from the inner edge of the column

42 diameters from the outer edge of the column

42 diameters from the centre of the column

24 diameters from the centre of the column

42 diameters from the inner edge of the column

42 diameters from the outer edge of the column

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RCC Structures Design
For stairs spanning l meters longitudinally between supports at the bottom and top of a flight carrying a load w per unit horizontal area, the maximum bending moment per metre width, is

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RCC Structures Design
The zone in which transverse bending is likely to occur may be obtained by drawing a line from the faces of the column making an angle θ° with horizontal where θ° is

45°

60°

None of these

30°

45°

60°

None of these

30°

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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 The minimum head room over a stair must be

RCC Structures Design A continuous beam shall be deemed to be a deep beam if the ratio of effective span to overall depth, is

RCC Structures Design Bottom bars under the columns are extended into the interior of the footing slab to a distance greater than

RCC Structures Design For stairs spanning l meters longitudinally between supports at the bottom and top of a flight carrying a load w per unit horizontal area, the maximum bending moment per metre width, is

RCC Structures Design The zone in which transverse bending is likely to occur may be obtained by drawing a line from the faces of the column making an angle θ° with horizontal where θ° 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
The minimum head room over a stair must be

RCC Structures Design
A continuous beam shall be deemed to be a deep beam if the ratio of effective span to overall depth, is

RCC Structures Design
Bottom bars under the columns are extended into the interior of the footing slab to a distance greater than

RCC Structures Design
For stairs spanning l meters longitudinally between supports at the bottom and top of a flight carrying a load w per unit horizontal area, the maximum bending moment per metre width, is

RCC Structures Design
The zone in which transverse bending is likely to occur may be obtained by drawing a line from the faces of the column making an angle θ° with horizontal where θ° is