Total pressure on the vertical face of a retaining wall of height h acts parallel to free surface and from the base at a distance of

RCC Structures Design
Total pressure on the vertical face of a retaining wall of height h acts parallel to free surface and from the base at a distance of

h/3

h/2

2h/3

h/4

h/3

h/2

2h/3

h/4

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RCC Structures Design
The maximum shear stress (qmax) in a rectangular beam is

1.75 times the average

2.0 times the average

1.25 times the average

1.50 times the average

1.75 times the average

2.0 times the average

1.25 times the average

1.50 times the average

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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}}{8}

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

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

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

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

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

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

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

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RCC Structures Design
For a ribbed slab

Width of the rib shall not be less than 7.5 cm

All listed here

Clear spacing between ribs shall not be greater than 4.5 cm

Overall depth of the slab shall not exceed four times the breadth of the rib

Width of the rib shall not be less than 7.5 cm

All listed here

Clear spacing between ribs shall not be greater than 4.5 cm

Overall depth of the slab shall not exceed four times the breadth of the rib

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RCC Structures Design
If diameter of a reinforcement bar is d, the anchorage value of the hook is

12d

16d

8d

4d

12d

16d

8d

4d

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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:

(1 - C) mf + eE

(1 - C) mf - eE

(C - 1) mf + eE

(C - 1) mf - eE

(1 - C) mf + eE

(1 - C) mf - eE

(C - 1) mf + eE

(C - 1) mf - eE

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RCC Structures Design

RCC Structures Design Total pressure on the vertical face of a retaining wall of height h acts parallel to free surface and from the base at a distance of

RCC Structures Design The maximum shear stress (qmax) in a rectangular beam 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 For a ribbed slab

RCC Structures Design If diameter of a reinforcement bar is d, the anchorage value of the hook 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
Total pressure on the vertical face of a retaining wall of height h acts parallel to free surface and from the base at a distance of

RCC Structures Design
The maximum shear stress (qmax) in a rectangular beam 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
For a ribbed slab

RCC Structures Design
If diameter of a reinforcement bar is d, the anchorage value of the hook 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: