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

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}}{8}

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

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

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

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

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

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

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RCC Structures Design
Columns may be made of plain concrete if their unsupported lengths do not exceed their least lateral dimension

Three times

Four times

Five times

Two times

Three times

Four times

Five times

Two times

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RCC Structures Design
If W is the load on a circular slab of radius R, the maximum circumferential moment at the centre of the slab, is

2WR²/16

Zero

3WR²/16

WR²/16

2WR²/16

Zero

3WR²/16

WR²/16

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

Fixed end

Mid span

Mid span and fixed support

Free end

Fixed end

Mid span

Mid span and fixed support

Free end

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

Minimum shear force

Maximum bending moment

Minimum bending moment

Maximum shear force

Minimum shear force

Maximum bending moment

Minimum bending moment

Maximum shear force

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

RCC Structures Design Columns may be made of plain concrete if their unsupported lengths do not exceed their least lateral dimension

RCC Structures Design If W is the load on a circular slab of radius R, the maximum circumferential moment at the centre of the slab, is

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

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

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

RCC Structures Design
Columns may be made of plain concrete if their unsupported lengths do not exceed their least lateral dimension

RCC Structures Design
If W is the load on a circular slab of radius R, the maximum circumferential moment at the centre of the slab, is

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

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

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