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)/4] h

[(p₁ - p₂)/2] h

(p₁ - p₂) ⅔h

[(p₁ + p₂)/2] h

[(p₁ + p₂)/4] h

[(p₁ - p₂)/2] h

(p₁ - p₂) ⅔h

[(p₁ + p₂)/2] h

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RCC Structures Design
Pick up the assumption for the design of a pre-stressed concrete member from the following:

During deformation limits, Hook's law is equally applicable to concrete as well as to steel

All listed here

A transverse plane section remains a plane after bending

Variation of stress in reinforcement due to changes in external loading is negligible

During deformation limits, Hook's law is equally applicable to concrete as well as to steel

All listed here

A transverse plane section remains a plane after bending

Variation of stress in reinforcement due to changes in external loading is negligible

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RCC Structures Design
The length of lap in tension reinforcement should not be less than the bar diameter × (actual tension / four times the permissible average bond stress) if it is more than

18 bar diameters

24 bar diameters

36 bar diameters

30 bar diameters

18 bar diameters

24 bar diameters

36 bar diameters

30 bar diameters

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RCC Structures Design
A pile of length ‘L’ carrying a uniformly distributed load ‘W’ per metre length is suspended at two points, the maximum, B.M. at the centre of the pile or at the points of suspension, is

WL²/16

WL²/24

WL²/47

WL/8

WL²/16

WL²/24

WL²/47

WL/8

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RCC Structures Design
With usual notations the depth of the neutral axis of a balanced section, is given by

t/mc = (d + n)/n

mc/t = n/(d - n)

mc/t = (d - n)/n

t/mc = (d - n)/n

t/mc = (d + n)/n

mc/t = n/(d - n)

mc/t = (d - n)/n

t/mc = (d - n)/n

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RCC Structures Design
The width of the rib of a T-beam, is generally kept between

1/2 to 3/4 of rib depth

1/7 to 1/3 of rib depth

1/3 to 2/3 of rib depth

1/3 to 1/2 of rib depth

1/2 to 3/4 of rib depth

1/7 to 1/3 of rib depth

1/3 to 2/3 of rib depth

1/3 to 1/2 of rib depth

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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 Pick up the assumption for the design of a pre-stressed concrete member from the following:

RCC Structures Design The length of lap in tension reinforcement should not be less than the bar diameter × (actual tension / four times the permissible average bond stress) if it is more than

RCC Structures Design A pile of length ‘L’ carrying a uniformly distributed load ‘W’ per metre length is suspended at two points, the maximum, B.M. at the centre of the pile or at the points of suspension, is

RCC Structures Design With usual notations the depth of the neutral axis of a balanced section, is given by

RCC Structures Design The width of the rib of a T-beam, is generally kept between

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
Pick up the assumption for the design of a pre-stressed concrete member from the following:

RCC Structures Design
The length of lap in tension reinforcement should not be less than the bar diameter × (actual tension / four times the permissible average bond stress) if it is more than

RCC Structures Design
A pile of length ‘L’ carrying a uniformly distributed load ‘W’ per metre length is suspended at two points, the maximum, B.M. at the centre of the pile or at the points of suspension, is

RCC Structures Design
With usual notations the depth of the neutral axis of a balanced section, is given by

RCC Structures Design
The width of the rib of a T-beam, is generally kept between