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RCC Structures Design

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

12
16
10
8

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RCC Structures Design
An R.C.C. roof slab is designed as a two way slab if

It supports live loads in both directions
The slab is continuous over two supports
The slab is discontinuous at edges
The ratio of spans in two directions is less than 2

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RCC Structures Design
A ribbed slab is provided for

Thermal insulation
All of these
Acoustic insulation
A plain ceiling

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RCC Structures Design
In a doubly-reinforced beam if ‘c’ and ‘t’ are stresses in concrete and tension reinforcement, ‘d’ is the effective depth and ‘n’ is depth of critical neutral axis, the following relationship holds good

(t + c)/n = (d + n)/n
mc/t = (d - n)/t
(m + c)/t = n/(d + n)
mc/t = n/(d - n)

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RCC Structures Design
The design of a retaining wall assumes that the retained earth

All listed here
Is dry
Is free from moisture
Is not cohesive

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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
None of these
(wx/wy) = (ly/lx)⁴

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