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RCC Structures Design

RCC Structures Design
The shear reinforcement in R.C.C. is provided to resist

Vertical shear
Horizontal shear
Diagonal compression
Diagonal tension

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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

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

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RCC Structures Design
The anchorage value of a hook is assumed sixteen times the diameter of the bar if the angle of the bend, is

30°
All listed here
40°
45°

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RCC Structures Design
A foundation rests on

Base of the foundation
Both B and C
Sub-grade
Foundation soil

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RCC Structures Design
A column is regarded as long column if the ratio of its effective length and lateral dimension, exceeds

20
15
10
25

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RCC Structures Design
If the permissible compressive stress for a concrete in bending is C kg/m², the modular ratio is

2800/C²
2800/3C
2800/C
2300/2C

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