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 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

WR²/16

Zero

2WR²/16

3WR²/16

WR²/16

Zero

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RCC Structures Design
If C is creep coefficient, f is original pre-stress in concrete, m is modular ratio, E is Young's modulus of steel and e is shrinkage strain, the combined effect of creep and shrinkage is:

(C - 1) mf + eE

(1 - C) mf + eE

(C - 1) mf - eE

(1 - C) mf - eE

(C - 1) mf + eE

(1 - C) mf + eE

(C - 1) mf - eE

(1 - C) mf - eE

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RCC Structures Design
A flat slab is supported

On beams and columns

On columns monolithically built with slab

On beams

On columns

On beams and columns

On columns monolithically built with slab

On beams

On columns

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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

55°

25°

45°

35°

55°

25°

45°

35°

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RCC Structures Design
For a number of columns constructed in a rcjw, the type of foundation provided, is

Strap

Footing

Strip

Raft

Strap

Footing

Strip

Raft

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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}}{4}

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

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

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

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

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

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

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

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RCC Structures Design

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 C is creep coefficient, f is original pre-stress in concrete, m is modular ratio, E is Young's modulus of steel and e is shrinkage strain, the combined effect of creep and shrinkage is:

RCC Structures Design A flat slab is supported

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 For a number of columns constructed in a rcjw, the type of foundation provided, 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
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 C is creep coefficient, f is original pre-stress in concrete, m is modular ratio, E is Young's modulus of steel and e is shrinkage strain, the combined effect of creep and shrinkage is:

RCC Structures Design
A flat slab is supported

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
For a number of columns constructed in a rcjw, the type of foundation provided, is

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