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RCC Structures Design

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

Winder
Tread
Flight
Rise

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RCC Structures Design
Side face reinforcement shall be provided in the beam when depth of the web in a beam exceeds

75 cm
100 cm
120 cm
50 cm

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RCC Structures Design
If the maximum bending moment of a simply supported slab is M Kg.cm, the effective depth of the slab is (where Q is M.R. factor)

√(M/100Q)
√(M/Q)
M/10√Q
M/100Q

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

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RCC Structures Design
For stairs spanning horizontally, the minimum waist provided is

12 cm
4 cm
6 cm
8 cm

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RCC Structures Design
The thickness of the topping of a ribbed slab, varies between

3 cm to 5 cm
8 cm to 10 cm
12 cm to 15 cm
5 cm to 8 cm

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