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RCC Structures Design

RCC Structures Design
If the effective length of a 32 cm diameter R.C.C. column is 4.40 m, its slenderness ratio, is

50
45
40
55

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RCC Structures Design
The allowable tensile stress in mild steel stirrups, reinforced cement concrete, is

260 kg/cm²
190 kg/cm²
230 kg/cm²
1400 kg/cm²

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RCC Structures Design
If l₁ and l₂ are the lengths of long and short spans of a two way slab simply supported on four edges and carrying a load w per unit area, the ratio of the loads split into w₁ and w₂ acting on strips parallel to l₂ and l₁ is

w₁/w₂ = (l₂/l₁)²
w₁/w₂ = l₂/l₁
w₁/w₂ = (l₂/l₁)³
w₁/w₂ = (l₂/l₁)⁴

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RCC Structures Design
An R.C.C. beam not provided with shear reinforcement may develop cracks in its bottom inclined roughly to the horizontal at

45°
55°
35°
25°

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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
35
25
30

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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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