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RCC Structures Design

RCC Structures Design
The steel generally used in R.C.C. work, is

High carbon steel
High tension steel
Mild steel
Stainless

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

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

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

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RCC Structures Design
The ratio of the breadth to effective depth of a beam is kept

0.25
0.7
0.5
0.75

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RCC Structures Design
The shear reinforcement in R.C.C. is provided to resist

Diagonal compression
Diagonal tension
Horizontal shear
Vertical shear

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RCC Structures Design
In a combined footing if shear stress does not exceed 5 kg/cm², the nominal stirrups provided are

6 legged
12 legged
8 legged
10 legged

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