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RCC Structures Design

RCC Structures Design
According to I.S.: 456, 1978 the thickness of reinforced concrete footing on piles at its edges, is kept less than

20 cm
30 cm
75 cm
40 cm

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

56
50
30
40

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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)
(wx/wy) = (ly/lx)⁴
None of these

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RCC Structures Design
In a combined footing if shear stress exceeds 5 kg/cm², the nominal stirrups provided are:

10 legged
8 legged
6 legged
12 legged

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RCC Structures Design
If Sb, is the average bond stress on a bar of diameter ‘d’ subjected to maximum stress ‘t’, the length of the embedment ‘l’ is given by

l = dt/3Sb
l = dt/4Sb
l = dt/2Sb
l = dt/Sb

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RCC Structures Design
If T and R are tread and rise respectively of a stair, then

R + 2T = 60
2R + T = 30
R + 2T= 30
2R + T = 60

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