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RCC Structures Design

RCC Structures Design
The minimum cube strength of concrete used for a pre-stressed member, is

350 kg/cm²
150 kg/cm²
50 kg/cm²
250 kg/cm²

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RCC Structures Design
A foundation is called shallow if its depth, is

Equal to its width
Three-fourth of its width
One-fourth of its width
Half of its width

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RCC Structures Design
The toe projection of foundation slabs is taken

Below ground surface
As one sixth of overall height of the wall
As one third of the base
Equal to heel slab

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RCC Structures Design
The thickness of the topping of a ribbed slab, varies between

8 cm to 10 cm
12 cm to 15 cm
3 cm to 5 cm
5 cm to 8 cm

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RCC Structures Design
In the zone of R.C.C. beam where shear stress is less than 5 kg/cm², nominal reinforcement is provided at a pitch of

One and half lever arm of the section
One-third lever arm of the section
One-half lever arm of the section
Lever arm of the section

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RCC Structures Design
A pre-stressed concrete member

Is made of concrete
Possesses internal stresses
Is stressed after casting
Is made of reinforced concrete

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