The steel generally used in R.C.C. work, is

RCC Structures Design
The steel generally used in R.C.C. work, is

Stainless

High tension steel

Mild steel

High carbon steel

Stainless

High tension steel

Mild steel

High carbon steel

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RCC Structures Design
According to the steel beam theory of doubly reinforced beams

Stress in tension steel equals the stress in compression steel

Compression is resisted by compression steel

Tension is resisted by tension steel

All of the listed here

Stress in tension steel equals the stress in compression steel

Compression is resisted by compression steel

Tension is resisted by tension steel

All of the listed here

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RCC Structures Design
If d is the diameter of a bar, ft is allowable tensile stress and fb, is allowable bond stress, the bond length is given by

(π/4). (ft .d3/fb)

ft .d/4fb

(π/4). (ft .d/fb)

π ft .d²/fb

(π/4). (ft .d3/fb)

ft .d/4fb

(π/4). (ft .d/fb)

π ft .d²/fb

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RCC Structures Design
A pile of length ‘L’ carrying a uniformly distributed load ‘W’ per metre length is suspended at the centre and from other two points 0.15 L from either end ; the maximum hogging moment will be

WL²/30

WL²/90

WL²/15

WL²/60

WL²/30

WL²/90

WL²/15

WL²/60

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RCC Structures Design
An R.C.C. lintel is spanning an opening of 2 m span in a brick wall. The height of the roof is 2.9 m above the floor level and that of the opening is 2.1 m above the floor level. The lintel is to be designed for self weight plus

Triangular load + load from the roof

Triangular load of the wall

UDL of wall

UDL of wall + load from the roof

Triangular load + load from the roof

Triangular load of the wall

UDL of wall

UDL of wall + load from the roof

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RCC Structures Design
The width of the rib of a T-beam, is generally kept between

1/7 to 1/3 of rib depth

1/2 to 3/4 of rib depth

1/3 to 1/2 of rib depth

1/3 to 2/3 of rib depth

1/7 to 1/3 of rib depth

1/2 to 3/4 of rib depth

1/3 to 1/2 of rib depth

1/3 to 2/3 of rib depth

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RCC Structures Design

RCC Structures Design The steel generally used in R.C.C. work, is

RCC Structures Design According to the steel beam theory of doubly reinforced beams

RCC Structures Design If d is the diameter of a bar, ft is allowable tensile stress and fb, is allowable bond stress, the bond length is given by

RCC Structures Design A pile of length ‘L’ carrying a uniformly distributed load ‘W’ per metre length is suspended at the centre and from other two points 0.15 L from either end ; the maximum hogging moment will be

RCC Structures Design An R.C.C. lintel is spanning an opening of 2 m span in a brick wall. The height of the roof is 2.9 m above the floor level and that of the opening is 2.1 m above the floor level. The lintel is to be designed for self weight plus

RCC Structures Design The width of the rib of a T-beam, is generally kept between

RCC Structures Design
The steel generally used in R.C.C. work, is

RCC Structures Design
According to the steel beam theory of doubly reinforced beams

RCC Structures Design
If d is the diameter of a bar, ft is allowable tensile stress and fb, is allowable bond stress, the bond length is given by

RCC Structures Design
A pile of length ‘L’ carrying a uniformly distributed load ‘W’ per metre length is suspended at the centre and from other two points 0.15 L from either end ; the maximum hogging moment will be

RCC Structures Design
An R.C.C. lintel is spanning an opening of 2 m span in a brick wall. The height of the roof is 2.9 m above the floor level and that of the opening is 2.1 m above the floor level. The lintel is to be designed for self weight plus

RCC Structures Design
The width of the rib of a T-beam, is generally kept between