Cantilever retaining walls can safely be used for a height not more than

RCC Structures Design
Cantilever retaining walls can safely be used for a height not more than

6 m

5 m

4 m

3 m

6 m

5 m

4 m

3 m

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RCC Structures Design
If the ratio of the span to the overall depth does not exceed 10, the stiffness of the beam will ordinarily be satisfactory in case of a

Cantilever beam

None of these

Simply supported beam

Continuous beam

Cantilever beam

None of these

Simply supported beam

Continuous beam

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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}}{12}

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

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

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

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

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

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

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

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RCC Structures Design
Lapped splices in tensile reinforcement are generally not used for bars of size larger than

36 mm diameter

18 mm diameter

30 mm diameter

24 mm diameter

36 mm diameter

18 mm diameter

30 mm diameter

24 mm diameter

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RCC Structures Design
Design of R.C.C. cantilever beams, is based on the resultant force at

Mid span and fixed support

Free end

Mid span

Fixed end

Mid span and fixed support

Free end

Mid span

Fixed end

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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

Magnel-Blaton system

Freyssinet system

Lee-McCall system

C.L. standard system

Magnel-Blaton system

Freyssinet system

Lee-McCall system

C.L. standard system

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RCC Structures Design

RCC Structures Design Cantilever retaining walls can safely be used for a height not more than

RCC Structures Design If the ratio of the span to the overall depth does not exceed 10, the stiffness of the beam will ordinarily be satisfactory in case of a

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 Lapped splices in tensile reinforcement are generally not used for bars of size larger than

RCC Structures Design Design of R.C.C. cantilever beams, is based on the resultant force at

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
Cantilever retaining walls can safely be used for a height not more than

RCC Structures Design
If the ratio of the span to the overall depth does not exceed 10, the stiffness of the beam will ordinarily be satisfactory in case of a

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
Lapped splices in tensile reinforcement are generally not used for bars of size larger than

RCC Structures Design
Design of R.C.C. cantilever beams, is based on the resultant force at

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