If p₁ and p₂ are effective lateral loadings at the bottom and top exerted by a level earth subjected to a super-load on the vertical face of height h of a retaining wall, the horizontal pressure p per unit length of the wall, is

RCC Structures Design
If p₁ and p₂ are effective lateral loadings at the bottom and top exerted by a level earth subjected to a super-load on the vertical face of height h of a retaining wall, the horizontal pressure p per unit length of the wall, is

[(p₁ - p₂)/2] h

[(p₁ + p₂)/4] h

[(p₁ + p₂)/2] h

(p₁ - p₂) ⅔h

[(p₁ - p₂)/2] h

[(p₁ + p₂)/4] h

[(p₁ + p₂)/2] h

(p₁ - p₂) ⅔h

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

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

Thickness of the stem is kept same throughout

All listed here

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RCC Structures Design
The weight of reinforced concrete, is generally taken as

2400 kg/m³

2300 kg/m³

2200 kg/m³

2500 kg/m³

2400 kg/m³

2300 kg/m³

2200 kg/m³

2500 kg/m³

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RCC Structures Design
The length of the straight portion of a bar beyond the end of the hook, should be at least

Twice the diameter

Four times the diameter

Thrice the diameter

Seven times the diameter

Twice the diameter

Four times the diameter

Thrice the diameter

Seven times the diameter

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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

24 diameters from the centre of the column

42 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

24 diameters from the centre of the column

42 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
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

53.5

51.5

52.5

54.5

53.5

51.5

52.5

54.5

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RCC Structures Design

RCC Structures Design If p₁ and p₂ are effective lateral loadings at the bottom and top exerted by a level earth subjected to a super-load on the vertical face of height h of a retaining wall, the horizontal pressure p per unit length of the wall, is

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

RCC Structures Design The weight of reinforced concrete, is generally taken as

RCC Structures Design The length of the straight portion of a bar beyond the end of the hook, should be at least

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 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
If p₁ and p₂ are effective lateral loadings at the bottom and top exerted by a level earth subjected to a super-load on the vertical face of height h of a retaining wall, the horizontal pressure p per unit length of the wall, is

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

RCC Structures Design
The weight of reinforced concrete, is generally taken as

RCC Structures Design
The length of the straight portion of a bar beyond the end of the hook, should be at least

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
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