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RCC Structures Design

RCC Structures Design
In a simply supported slab, alternate bars are curtailed at

1/6th of the span
1/4th of the span
1/5th of the span
1/7th of the span

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RCC Structures Design
The maximum ratio of span to depth of a slab simply supported and spanning in one direction, is

35
30
25
20

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

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

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

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

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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

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

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RCC Structures Design
The breadth of a ribbed slab containing two bars must be between

10 cm to 12 cm
6 cm to 7.5 cm
8 cm to 10 cm
12 cm to 15 cm

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