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RCC Structures Design

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

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

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RCC Structures Design
The weight of reinforced concrete, is generally taken as

2500 kg/m³
2200 kg/m³
2400 kg/m³
2300 kg/m³

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RCC Structures Design
A pre-stressed rectangular beam which carries two concentrated loads W at L/3 from either end, is provided with a bent tendon with tension P such that central one-third portion of the tendon remains parallel to the longitudinal axis, the maximum dip h is

WL/4P
WL/3P
WL/2P
WL/P

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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
If Ac, Asc and A are areas of concrete, longitudinal steel and section of a R.C.C. column and m and σc are the modular ratio and maximum stress in the configuration of concrete, the strength of column is

σc(A - Asc) + m σcAsc
σc[A + (m - 1)Asc]
σcAc + m σcAsc
All listed here

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RCC Structures Design
A pile of length ‘L’ carrying a uniformly distributed load ‘W’ per metre length is suspended at the centre and from other two points 0.15 L from either end ; the maximum hogging moment will be

WL²/15
WL²/30
WL²/90
WL²/60

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