If K is a constant depending upon the ratio of the width of the slab to its effective span l, x is the distance of the concentrated load from the nearer support, bw is the width of the area of contact of the concentrated load measured parallel to the supported edge, the effective width of the slab be is

RCC Structures Design
If K is a constant depending upon the ratio of the width of the slab to its effective span l, x is the distance of the concentrated load from the nearer support, bw is the width of the area of contact of the concentrated load measured parallel to the supported edge, the effective width of the slab be is

Kx (1 + x/l) + bw

K/x (1 + x/d) + bw

All listed here

Kx (1 - x/l) + bw

Kx (1 + x/l) + bw

K/x (1 + x/d) + bw

All listed here

Kx (1 - x/l) + bw

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RCC Structures Design
The maximum ratio of span to depth of a slab simply supported and spanning in one direction, is

20

25

35

30

20

25

35

30

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RCC Structures Design
The pitch of the main bars in a simply supported slab, should not exceed its effective depth by

Four times

Five times

Six times

Three times

Four times

Five times

Six times

Three times

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RCC Structures Design
For a ribbed slab

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

Width of the rib shall not be less than 7.5 cm

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RCC Structures Design
For a continuous floor slab supported on beams, the ratio of end span length and intermediate span length, is

0.8

0.6

0.9

0.7

0.8

0.6

0.9

0.7

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

1/3 to 2/3 of rib depth

1/3 to 1/2 of rib depth

1/2 to 3/4 of rib depth

1/7 to 1/3 of rib depth

1/3 to 2/3 of rib depth

1/3 to 1/2 of rib depth

1/2 to 3/4 of rib depth

1/7 to 1/3 of rib depth

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RCC Structures Design

RCC Structures Design The maximum ratio of span to depth of a slab simply supported and spanning in one direction, is

RCC Structures Design The pitch of the main bars in a simply supported slab, should not exceed its effective depth by

RCC Structures Design For a ribbed slab

RCC Structures Design For a continuous floor slab supported on beams, the ratio of end span length and intermediate span length, is

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

RCC Structures Design
The maximum ratio of span to depth of a slab simply supported and spanning in one direction, is

RCC Structures Design
The pitch of the main bars in a simply supported slab, should not exceed its effective depth by

RCC Structures Design
For a ribbed slab

RCC Structures Design
For a continuous floor slab supported on beams, the ratio of end span length and intermediate span length, is

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