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RCC Structures Design

RCC Structures Design
In a slab, the pitch of the main reinforcement should not exceed its effective depth

Three times
Five times
Four times
Two times

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RCC Structures Design
With usual notations the depth of the neutral axis of a balanced section, is given by

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

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RCC Structures Design
An R.C.C beam of 25 cm width has a clear span of 5 metres and carries a U.D.L. of 2000 kg/m inclusive of its self weight. If the lever arm of the section is 45 cm., the beam is

Is safe with stirrups and inclined members
Needs revision of the section
Is safe with stirrups
Safe in shear

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RCC Structures Design
The length of the lap in a compression member is kept greater than bar diameter x (Permissible stress in bar / Five times the bond stress) or

24 bar diameters
12 bar diameters
18 bar diameters
30 bar diameters

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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
Though the effective depth of a T-beam is the distance between the top compression edge to the centre of the tensile reinforcement, for heavy loads, it is taken as

1/16th of the span
1/8th of the span
1/10th of the span
1/12th of the span

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