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/2

WL/6

WL/4

WL/8

WL/2

WL/6

WL/4

WL/8

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RCC Structures Design
Piles are usually driven by

Single acting steam hammer

Diesel operated hammer

All listed here

Drop hammer

Single acting steam hammer

Diesel operated hammer

All listed here

Drop hammer

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RCC Structures Design
Steel bars are generally connected together to get greater length than the standard length by providing

All listed here

Straight bar splice

Dowel splice

Hooked splice

All listed here

Straight bar splice

Dowel splice

Hooked splice

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RCC Structures Design
Bottom bars under the columns are extended into the interior of the footing slab to a distance greater than

42 diameters from the inner edge of the column

24 diameters from the centre of the column

42 diameters from the centre of the column

42 diameters from the outer edge of the column

42 diameters from the inner edge of the column

24 diameters from the centre of the column

42 diameters from the centre of the column

42 diameters from the outer edge of the column

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RCC Structures Design
A continuous beam shall be deemed to be a deep beam if the ratio of effective span to overall depth, is

Less than 2

2

2.5

Less than 2.5

Less than 2

2

2.5

Less than 2.5

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RCC Structures Design
An R.C.C. column is treated as long if its slenderness ratio is greater than

40

30

35

50

40

30

35

50

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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 Steel bars are generally connected together to get greater length than the standard length by providing

RCC Structures Design Bottom bars under the columns are extended into the interior of the footing slab to a distance greater than

RCC Structures Design A continuous beam shall be deemed to be a deep beam if the ratio of effective span to overall depth, is

RCC Structures Design An R.C.C. column is treated as long if its slenderness ratio is greater than

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
Steel bars are generally connected together to get greater length than the standard length by providing

RCC Structures Design
Bottom bars under the columns are extended into the interior of the footing slab to a distance greater than

RCC Structures Design
A continuous beam shall be deemed to be a deep beam if the ratio of effective span to overall depth, is

RCC Structures Design
An R.C.C. column is treated as long if its slenderness ratio is greater than