The live load to be considered for an accessible roof, is

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

75 kg/m³

150 kg/m²

200 kg/cm²

Nil

75 kg/m³

150 kg/m²

200 kg/cm²

Nil

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RCC Structures Design
In a beam the local bond stress Sb, is equal to

Leaver arm/(Bending moment × Total perimeter of reinforcement)

Total perimeter of reinforcement/(Leaver arm × Shear force)

Shear force/(Leaver arm × Total perimeter of reinforcement)

Leaver arm/(Shear force × Total perimeter of reinforcement)

Leaver arm/(Bending moment × Total perimeter of reinforcement)

Total perimeter of reinforcement/(Leaver arm × Shear force)

Shear force/(Leaver arm × Total perimeter of reinforcement)

Leaver arm/(Shear force × Total perimeter of reinforcement)

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RCC Structures Design
A singly reinforced concrete beam of 25 cm width and 70 cm effective depth is provided with 18.75 cm² steel. If the modular ratio (m) is 15, the depth of the neutral axis, is

35 cm

30 cm

25 cm

20 cm

35 cm

30 cm

25 cm

20 cm

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

(Shear force × Width)/Lever arm

Width/(Lever arm × Shear force)

Shear force/(Lever arm × Width)

Lever arm/(Shear force × Width)

(Shear force × Width)/Lever arm

Width/(Lever arm × Shear force)

Shear force/(Lever arm × Width)

Lever arm/(Shear force × Width)

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RCC Structures Design
The self-weight of the footing, is

Not considered for calculating the area of the footing

Also considered for calculating the upward pressure on footing

Both (b) and (c)

Not considered for calculating the upward pressure on footing

Not considered for calculating the area of the footing

Also considered for calculating the upward pressure on footing

Both (b) and (c)

Not considered for calculating the upward pressure on footing

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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}}{4}

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

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

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

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

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

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

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RCC Structures Design

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

RCC Structures Design In a beam the local bond stress Sb, is equal to

RCC Structures Design A singly reinforced concrete beam of 25 cm width and 70 cm effective depth is provided with 18.75 cm² steel. If the modular ratio (m) is 15, the depth of the neutral axis, is

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

RCC Structures Design The self-weight of the footing, 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
The live load to be considered for an accessible roof, is

RCC Structures Design
In a beam the local bond stress Sb, is equal to

RCC Structures Design
A singly reinforced concrete beam of 25 cm width and 70 cm effective depth is provided with 18.75 cm² steel. If the modular ratio (m) is 15, the depth of the neutral axis, is

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

RCC Structures Design
The self-weight of the footing, is

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