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RCC Structures Design

RCC Structures Design
An R.C.C. column is treated as short column if its slenderness ratio is less than

56
30
50
40

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RCC Structures Design
If p₁ and p₂ are effective lateral loadings at the bottom and top exerted by a level earth subjected to a super-load on the vertical face of height h of a retaining wall, the horizontal pressure p per unit length of the wall, is

[(p₁ - p₂)/2] h
(p₁ - p₂) ⅔h
[(p₁ + p₂)/2] h
[(p₁ + p₂)/4] h

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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
On an absolutely rigid foundation base, the pressure will

Be uniform
Be more at the edges of the foundation
Not be uniform
Be zero at the centre of the foundation

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RCC Structures Design
If the length of an intermediate span of a continuous slab is 5 m, the length of the end span is kept

4.1 m
4.7 m
4.5 m
4.0 m

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RCC Structures Design
To ensure uniform pressure distribution, the thickness of the foundation, is

Decreased gradually towards the edge
Kept uniform throughout
Increased gradually towards the edge
Kept zero at the edge

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