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}}{4}

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

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

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

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

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

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RCC Structures Design
The maximum shear stress (q) in concrete of a reinforced cement concrete beam is

Width/(Lever arm × Shear force)

Lever arm/(Shear force × Width)

(Shear force × Width)/Lever arm

Shear force/(Lever arm × Width)

Width/(Lever arm × Shear force)

Lever arm/(Shear force × Width)

(Shear force × Width)/Lever arm

Shear force/(Lever arm × Width)

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RCC Structures Design
The live load to be considered for an inaccessible roof, is

Nil

150 kg/cm²

75 kg/m²

200 kg/m²

Nil

150 kg/cm²

75 kg/m²

200 kg/m²

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RCC Structures Design
The reinforced concrete beam which has width 25 cm, lever arm 40 cm, shear force 6t/cm², safe shear stress 5 kg/cm² and B.M. 24 mt,

Needs redesigning

Is over safe in shear

Is safe in shear

Is unsafe in shear

Needs redesigning

Is over safe in shear

Is safe in shear

Is unsafe in shear

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RCC Structures Design
If ‘W’ is the uniformly distributed load on a circular slab of radius ‘R’ fixed at its ends, the maximum positive radial moment at its centre, is

3WR²/16

2WR²/16

WR²/16

None of these

3WR²/16

2WR²/16

WR²/16

None of these

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RCC Structures Design
If a bent tendon is required to balance a concentrated load W at the centre of the span L, the central dip h must be at least

WL/2P

WL/4P

WL/P

WL/3P

WL/2P

WL/4P

WL/P

WL/3P

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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 The maximum shear stress (q) in concrete of a reinforced cement concrete beam is

RCC Structures Design The live load to be considered for an inaccessible roof, is

RCC Structures Design The reinforced concrete beam which has width 25 cm, lever arm 40 cm, shear force 6t/cm², safe shear stress 5 kg/cm² and B.M. 24 mt,

RCC Structures Design If ‘W’ is the uniformly distributed load on a circular slab of radius ‘R’ fixed at its ends, the maximum positive radial moment at its centre, is

RCC Structures Design If a bent tendon is required to balance a concentrated load W at the centre of the span L, the central dip h must be at least

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 maximum shear stress (q) in concrete of a reinforced cement concrete beam is

RCC Structures Design
The live load to be considered for an inaccessible roof, is

RCC Structures Design
The reinforced concrete beam which has width 25 cm, lever arm 40 cm, shear force 6t/cm², safe shear stress 5 kg/cm² and B.M. 24 mt,

RCC Structures Design
If ‘W’ is the uniformly distributed load on a circular slab of radius ‘R’ fixed at its ends, the maximum positive radial moment at its centre, is

RCC Structures Design
If a bent tendon is required to balance a concentrated load W at the centre of the span L, the central dip h must be at least