The shear reinforcement in R.C.C. is provided to resist

RCC Structures Design
The shear reinforcement in R.C.C. is provided to resist

Diagonal compression

Vertical shear

Diagonal tension

Horizontal shear

Diagonal compression

Vertical shear

Diagonal tension

Horizontal shear

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RCC Structures Design
The design of heel slab of a retaining wall is based on the maximum bending moment due to:

Its own weight

All listed here

Weight of the soil above it

Load of the surcharge, if any

Its own weight

All listed here

Weight of the soil above it

Load of the surcharge, if any

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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)/2] h

[(p₁ + p₂)/4] h

(p₁ - p₂) ⅔h

[(p₁ - p₂)/2] h

[(p₁ + p₂)/2] h

[(p₁ + p₂)/4] h

(p₁ - p₂) ⅔h

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RCC Structures Design
According to the steel beam theory of doubly reinforced beams

Tension is resisted by tension steel

Compression is resisted by compression steel

Stress in tension steel equals the stress in compression steel

All of the listed here

Tension is resisted by tension steel

Compression is resisted by compression steel

Stress in tension steel equals the stress in compression steel

All of the listed here

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RCC Structures Design
If longitudinally spanning stairs are casted along with their landings, the maximum bending moment per metre width, is taken as

\frac{w l^{2}}{10}

\frac{w l^{2}}{12}

\frac{w l^{2}}{8}

\frac{w l^{2}}{4}

$\frac{w l^{2}}{10}$

$\frac{w l^{2}}{12}$

$\frac{w l^{2}}{8}$

$\frac{w l^{2}}{4}$

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RCC Structures Design
The system in which high tensile alloy steel bars (silica manganese steel) are used as pre-stressing tendons, is known as

C.L. standard system

Lee-McCall system

Magnel-Blaton system

Freyssinet system

C.L. standard system

Lee-McCall system

Magnel-Blaton system

Freyssinet system

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RCC Structures Design

RCC Structures Design The shear reinforcement in R.C.C. is provided to resist

RCC Structures Design The design of heel slab of a retaining wall is based on the maximum bending moment due to:

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 According to the steel beam theory of doubly reinforced beams

RCC Structures Design If longitudinally spanning stairs are casted along with their landings, the maximum bending moment per metre width, is taken as

RCC Structures Design The system in which high tensile alloy steel bars (silica manganese steel) are used as pre-stressing tendons, is known as

RCC Structures Design
The shear reinforcement in R.C.C. is provided to resist

RCC Structures Design
The design of heel slab of a retaining wall is based on the maximum bending moment due to:

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
According to the steel beam theory of doubly reinforced beams

RCC Structures Design
If longitudinally spanning stairs are casted along with their landings, the maximum bending moment per metre width, is taken as

RCC Structures Design
The system in which high tensile alloy steel bars (silica manganese steel) are used as pre-stressing tendons, is known as