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RCC Structures Design

RCC Structures Design
In a combined footing if shear stress exceeds 5 kg/cm², the nominal stirrups provided are:

8 legged
10 legged
6 legged
12 legged

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RCC Structures Design
In favourable circumstances a 15 cm concrete cube after 28 days, attains a maximum crushing strength

200 kg/cm²
300 kg/cm²
100 kg/cm²
400 kg/cm²

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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/3P
WL/2P

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RCC Structures Design
Post tensioning system

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

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RCC Structures Design
Pick up the true statement from the following:

In the absence of beams, it is easier to install piping
Plain ceiling provides the best property diffusing light
All listed here
In the absence of beams, it is easier to paint

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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

30
45
35
40

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