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}}{8}

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

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

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

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

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

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

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

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RCC Structures Design
A T-beam behaves as a rectangular beam of a width equal to its flange if its neutral axis

Remains within the flange

Coincides the geometrical centre of the beam

None of these

Remains below the slab

Remains within the flange

Coincides the geometrical centre of the beam

None of these

Remains below the slab

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RCC Structures Design
If the permissible compressive stress for a concrete in bending is C kg/m², the modular ratio is

2800/3C

2300/2C

2800/C

2800/C²

2800/3C

2300/2C

2800/C

2800/C²

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RCC Structures Design
An R.C.C. beam not provided with shear reinforcement may develop cracks in its bottom inclined roughly to the horizontal at

35°

55°

45°

25°

35°

55°

45°

25°

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RCC Structures Design
If l₁ and l₂ are the lengths of long and short spans of a two way slab simply supported on four edges and carrying a load w per unit area, the ratio of the loads split into w₁ and w₂ acting on strips parallel to l₂ and l₁ is

w₁/w₂ = (l₂/l₁)³

w₁/w₂ = l₂/l₁

w₁/w₂ = (l₂/l₁)⁴

w₁/w₂ = (l₂/l₁)²

w₁/w₂ = (l₂/l₁)³

w₁/w₂ = l₂/l₁

w₁/w₂ = (l₂/l₁)⁴

w₁/w₂ = (l₂/l₁)²

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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

3WR²/16

Zero

WR²/16

2WR²/16

3WR²/16

Zero

WR²/16

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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 A T-beam behaves as a rectangular beam of a width equal to its flange if its neutral axis

RCC Structures Design If the permissible compressive stress for a concrete in bending is C kg/m², the modular ratio is

RCC Structures Design An R.C.C. beam not provided with shear reinforcement may develop cracks in its bottom inclined roughly to the horizontal at

RCC Structures Design If l₁ and l₂ are the lengths of long and short spans of a two way slab simply supported on four edges and carrying a load w per unit area, the ratio of the loads split into w₁ and w₂ acting on strips parallel to l₂ and l₁ is

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

RCC Structures Design
A T-beam behaves as a rectangular beam of a width equal to its flange if its neutral axis

RCC Structures Design
If the permissible compressive stress for a concrete in bending is C kg/m², the modular ratio is

RCC Structures Design
An R.C.C. beam not provided with shear reinforcement may develop cracks in its bottom inclined roughly to the horizontal at

RCC Structures Design
If l₁ and l₂ are the lengths of long and short spans of a two way slab simply supported on four edges and carrying a load w per unit area, the ratio of the loads split into w₁ and w₂ acting on strips parallel to l₂ and l₁ is

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