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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 %
10 %
40 %
20 %

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RCC Structures Design
The system in which high tensile alloy steel bars (silica manganese steel) are used as pre-stressing tendons, is known as

Magnel-Blaton system
C.L. standard system
Lee-McCall system
Freyssinet system

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RCC Structures Design
In a cantilever retaining wall without a heel slab

Thickness of the stem is kept same throughout
All listed here
Base slab is made 10 cm thicker than the stem
Width of the base slab is kept 0.7 time the total height of the wall

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RCC Structures Design
Post tensioning system

Is economical for large spans and is adopted now a days
Was widely used in earlier days
None of these
Is not economical and hence not generally used

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RCC Structures Design
A reinforced concrete cantilever beam is 3.6 m long, 25 cm wide and has its lever arm 40 cm. It carries a load of 1200 kg at its free end and vertical stirrups can carry 1800 kg. Assuming concrete to carry one-third of the diagonal tension and ignoring the weight of the beam, the number of shear stirrups required, is

40
35
30
45

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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

Four times
Three times
Five times
Two times

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