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RCC Structures Design

RCC Structures Design
If T and R are tread and rise respectively of a stair, then

R + 2T= 30
2R + T = 60
2R + T = 30
R + 2T = 60

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RCC Structures Design
The effective width of a column strip of a flat slab, is

Radius of the column
One-fourth the width of the panel
Diameter of the column
Half the width of the panel

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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

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RCC Structures Design
If permissible working stresses in steel and concrete are respectively 1400 kg/cm² and 80 kg/cm² and modular ratio is 18, in a beam reinforced in tension side and of width 30 cm and having effective depth 46 cm, the lever arms of the section, is

37 cm
39 cm
40 cm
38 cm

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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

All listed here
K/x (1 + x/d) + bw
Kx (1 - x/l) + bw
Kx (1 + x/l) + bw

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RCC Structures Design
Dimensions of a beam need be changed if the shear stress is more than

25 kg/cm²
10 kg/cm²
20 kg/cm²
15 kg/cm²

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