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RCC Structures Design

RCC Structures Design
The maximum ratio of span to depth of a cantilever slab, is

12
8
16
10

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RCC Structures Design
The section of a reinforced beam where most distant concrete fibre in compression and tension in steel attains permissible stresses simultaneously, is called

All listed here
Balanced section
Economic section
Critical section

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RCC Structures Design
The ratio of the breadth to effective depth of a beam is kept

0.25
0.7
0.75
0.5

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

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

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

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RCC Structures Design
Spacing of stirrups in a rectangular beam, is

Increased at the centre of the beam
Kept constant throughout the length
Decreased towards the centre of the beam
Increased at the ends

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