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RCC Structures Design

RCC Structures Design
A raft foundation is provided if its area exceeds the plan area of the building by

50 %
20 %
10 %
40 %

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RCC Structures Design
Columns may be made of plain concrete if their unsupported lengths do not exceed their least lateral dimension

Two times
Four times
Five times
Three times

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RCC Structures Design
‘P’ is the pre-stressed force applied to the tendon of a rectangular pre-stressed beam whose area of cross section is ‘A’ and sectional modulus is ‘Z’. The maximum stress ‘f’ in the beam, subjected to a maximum bending moment ‘M’, is

f = (P/'+ (Z/M)
f = (P/A) + (M/6Z)
f = (A/P) + (M/Z)
f = (P/A) + (M/Z)

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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

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

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RCC Structures Design
The amount of reinforcement for main bars in a slab, is based upon

Minimum bending moment
Minimum shear force
Maximum shear force
Maximum bending moment

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

35
25
30
40

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