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RCC Structures Design

RCC Structures Design
The maximum ratio of span to depth of a cantilever slab, is

8
16
10
12

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RCC Structures Design
Long and short spans of a two way slab are ly and lx and load on the slab acting on strips parallel to lx and ly be wx and wy respectively. According to Rankine Grashoff theory

(wx/wy) = (ly/lx)
(wx/wy) = (ly/lx)²
(wx/wy) = (ly/lx)⁴
None of these

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RCC Structures Design
Though the effective depth of a T-beam is the distance between the top compression edge to the centre of the tensile reinforcement, for heavy loads, it is taken as

1/10th of the span
1/8th of the span
1/12th of the span
1/16th of the span

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RCC Structures Design
The live load to be considered for an inaccessible roof, is

150 kg/cm²
Nil
200 kg/m²
75 kg/m²

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RCC Structures Design
If the diameter of longitudinal bars of a square column is 16 mm, the diameter of lateral ties should not be less than

4 mm
7 mm
6 mm
5 mm

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RCC Structures Design
According to the steel beam theory of doubly reinforced beams

Compression is resisted by compression steel
Stress in tension steel equals the stress in compression steel
Tension is resisted by tension steel
All of the listed here

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