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RCC Structures Design

RCC Structures Design
For a circular slab carrying a uniformly distributed load, the ratio of the maximum negative to maximum positive radial moment, is

2
5
3
1

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RCC Structures Design
The design of heel slab of a retaining wall is based on the maximum bending moment due to:

Its own weight
All listed here
Weight of the soil above it
Load of the surcharge, if any

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RCC Structures Design
By over-reinforcing a beam, the moment of resistance can be increased not more than

20 %
15 %
10 %
25 %

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RCC Structures Design
As the percentage of steel increases

Lever arm decreases
Depth of neutral axis increases
Depth of neutral axis decreases
Lever arm increases

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

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RCC Structures Design
A simply supported beam 6 m long and of effective depth 50 cm, carries a uniformly distributed load 2400 kg/m including its self weight. If the lever arm factor is 0.85 and permissible tensile stress of steel is 1400 kg/cm², the area of steel required, is

14 cm²
17 cm²
16 cm²
15 cm²

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