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RCC Structures Design

RCC Structures Design
The shear reinforcement in R.C.C. is provided to resist

Horizontal shear
Diagonal compression
Vertical shear
Diagonal tension

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

3 m
6 m
5 m
4 m

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

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RCC Structures Design
If a bent tendon is required to balance a concentrated load W at the centre of the span L, the central dip h must be at least

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

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RCC Structures Design
For a number of columns constructed in a rcjw, the type of foundation provided, is

Strap
Footing
Strip
Raft

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

50
56
30
40

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