If the length of a wall on either side of a lintel opening is at least half of its effective span L, the load W carried by the lintel is equivalent to the weight of brickwork contained in an equilateral triangle, producing a maximum bending moment

RCC Structures Design
If the length of a wall on either side of a lintel opening is at least half of its effective span L, the load W carried by the lintel is equivalent to the weight of brickwork contained in an equilateral triangle, producing a maximum bending moment

WL/8

WL/2

WL/6

WL/4

WL/8

WL/2

WL/6

WL/4

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RCC Structures Design
Piles are usually driven by

Drop hammer

Single acting steam hammer

All listed here

Diesel operated hammer

Drop hammer

Single acting steam hammer

All listed here

Diesel operated hammer

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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

(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

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RCC Structures Design
Side face reinforcement shall be provided in the beam when depth of the web in a beam exceeds

75 cm

100 cm

120 cm

50 cm

75 cm

100 cm

120 cm

50 cm

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RCC Structures Design
For a ribbed slab

All listed here

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

Clear spacing between ribs shall not be greater than 4.5 cm

All listed here

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

Clear spacing between ribs shall not be greater than 4.5 cm

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RCC Structures Design
The angle of repose of a soil is the maximum angle which the outer face of the soil mass makes

None of these

With the perpendicular to the inclined plane of the soil

With the vertical

With the horizontal

None of these

With the perpendicular to the inclined plane of the soil

With the vertical

With the horizontal

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RCC Structures Design

RCC Structures Design If the length of a wall on either side of a lintel opening is at least half of its effective span L, the load W carried by the lintel is equivalent to the weight of brickwork contained in an equilateral triangle, producing a maximum bending moment

RCC Structures Design Piles are usually driven by

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 Side face reinforcement shall be provided in the beam when depth of the web in a beam exceeds

RCC Structures Design For a ribbed slab

RCC Structures Design The angle of repose of a soil is the maximum angle which the outer face of the soil mass makes

RCC Structures Design
If the length of a wall on either side of a lintel opening is at least half of its effective span L, the load W carried by the lintel is equivalent to the weight of brickwork contained in an equilateral triangle, producing a maximum bending moment

RCC Structures Design
Piles are usually driven by

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
Side face reinforcement shall be provided in the beam when depth of the web in a beam exceeds

RCC Structures Design
For a ribbed slab

RCC Structures Design
The angle of repose of a soil is the maximum angle which the outer face of the soil mass makes