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RCC Structures Design

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

50
30
40
35

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RCC Structures Design
The maximum shear stress (qmax) in a rectangular beam is

1.25 times the average
2.0 times the average
1.75 times the average
1.50 times the average

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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

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

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

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RCC Structures Design
An R.C.C. beam of 6 m span is 30 cm wide and has a lever arm of 55 cm. If it carries a U.D.L. of 12 t per m and allowable shear stress is 5 kg/cm², the beam

Is safe with stirrups
Is safe with stirrups and inclined bars
Needs revision of section
Is safe in shear

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RCC Structures Design
Cantilever retaining walls can safely be used for a height not more than

6 m
3 m
4 m
5 m

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