Top bars are extended to the projecting parts of the combined footing of two columns L distance apart for a distance of

RCC Structures Design
Top bars are extended to the projecting parts of the combined footing of two columns L distance apart for a distance of

0.1 L from the centre edge of column

0.1 L from the outer edge of column

Half the distance of projection

One-fourth the distance of projection

0.1 L from the centre edge of column

0.1 L from the outer edge of column

Half the distance of projection

One-fourth the distance of projection

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RCC Structures Design
The floor slab of a building is supported on reinforced cement floor beams. The ratio of the end and intermediate spans is kept

0.8

0.7

0.2

0.9

0.8

0.7

0.2

0.9

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RCC Structures Design
The amount of reinforcement for main bars in a slab, is based upon

Maximum shear force

Maximum bending moment

Minimum bending moment

Minimum shear force

Maximum shear force

Maximum bending moment

Minimum bending moment

Minimum shear force

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RCC Structures Design
Minimum spacing between horizontal parallel reinforcement of the same size should not be less than

3 diameters

3.5 diameters

2.5 diameters

One diameter

3 diameters

3.5 diameters

2.5 diameters

One diameter

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RCC Structures Design
Pick up the incorrect statement from the following: Tensile reinforcement bars of a rectangular beam

Are bent down at suitable places to serve as shear reinforcement

Are bent up at suitable places to serve as shear reinforcement

Are maintained at bottom to provide at least local bond stress

Are curtailed if not required to resist the bending moment

Are bent down at suitable places to serve as shear reinforcement

Are bent up at suitable places to serve as shear reinforcement

Are maintained at bottom to provide at least local bond stress

Are curtailed if not required to resist the bending moment

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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}}{8}

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

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

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

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

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

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

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

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RCC Structures Design

RCC Structures Design Top bars are extended to the projecting parts of the combined footing of two columns L distance apart for a distance of

RCC Structures Design The floor slab of a building is supported on reinforced cement floor beams. The ratio of the end and intermediate spans is kept

RCC Structures Design The amount of reinforcement for main bars in a slab, is based upon

RCC Structures Design Minimum spacing between horizontal parallel reinforcement of the same size should not be less than

RCC Structures Design Pick up the incorrect statement from the following: Tensile reinforcement bars of a rectangular beam

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
Top bars are extended to the projecting parts of the combined footing of two columns L distance apart for a distance of

RCC Structures Design
The floor slab of a building is supported on reinforced cement floor beams. The ratio of the end and intermediate spans is kept

RCC Structures Design
The amount of reinforcement for main bars in a slab, is based upon

RCC Structures Design
Minimum spacing between horizontal parallel reinforcement of the same size should not be less than

RCC Structures Design
Pick up the incorrect statement from the following: Tensile reinforcement bars of a rectangular beam

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