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RCC Structures Design

RCC Structures Design
The horizontal portion of a step in a stairs case, is known as

Flight
Winder
Rise
Tread

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RCC Structures Design
The stem of a cantilever retaining wall which retains earth level with top is 6 m. If the angle of repose and weight of the soil per cubic metre are 30° and 2000 kg respectively, the effective width of the stem at the bottom, is

53.5
51.5
54.5
52.5

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RCC Structures Design
Distribution reinforcement in a simply supported slab, is provided to distribute

Temperature stress
Shrinkage stress
All listed here
Load

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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

38 cm
40 cm
37 cm
39 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
Kx (1 + x/l) + bw
K/x (1 + x/d) + bw
Kx (1 - x/l) + bw

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

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