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

Kx (1 + x/l) + bw

All listed here

Kx (1 - x/l) + bw

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

Kx (1 + x/l) + bw

All listed here

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RCC Structures Design
On piles, the drop must be at least

120 cm

123 cm

124 cm

80 cm

120 cm

123 cm

124 cm

80 cm

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RCC Structures Design
The thickness of base slab of a retaining wall generally provided, is

One-third of the width of the stem at the bottom

One fourth of the width of the steam at the bottom

Width of the stem at the bottom

One half of the width of the stem at the bottom

One-third of the width of the stem at the bottom

One fourth of the width of the steam at the bottom

Width of the stem at the bottom

One half of the width of the stem at the bottom

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RCC Structures Design
The maximum ratio of span to depth of a cantilever slab, is

16

10

8

12

16

10

8

12

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RCC Structures Design
The floor slab of a building is supported on reinforced cement floor beams. The ratio of the end and intermediate spans is kept

0.9

0.8

0.2

0.7

0.9

0.8

0.2

0.7

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RCC Structures Design
In a combined footing if shear stress does not exceed 5 kg/cm², the nominal stirrups provided are

12 legged

8 legged

10 legged

6 legged

12 legged

8 legged

10 legged

6 legged

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RCC Structures Design

RCC Structures Design On piles, the drop must be at least

RCC Structures Design The thickness of base slab of a retaining wall generally provided, is

RCC Structures Design The maximum ratio of span to depth of a cantilever slab, is

RCC Structures Design The floor slab of a building is supported on reinforced cement floor beams. The ratio of the end and intermediate spans is kept

RCC Structures Design In a combined footing if shear stress does not exceed 5 kg/cm², the nominal stirrups provided are

RCC Structures Design
On piles, the drop must be at least

RCC Structures Design
The thickness of base slab of a retaining wall generally provided, is

RCC Structures Design
The maximum ratio of span to depth of a cantilever slab, is

RCC Structures Design
The floor slab of a building is supported on reinforced cement floor beams. The ratio of the end and intermediate spans is kept

RCC Structures Design
In a combined footing if shear stress does not exceed 5 kg/cm², the nominal stirrups provided are