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RCC Structures Design

RCC Structures Design
Minimum spacing between horizontal parallel reinforcement of the same size should not be less than

3 diameters
2.5 diameters
One diameter
3.5 diameters

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

Vertical shear
Diagonal compression
Diagonal tension
Horizontal shear

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RCC Structures Design
If W is the load on a circular slab of radius R, the maximum circumferential moment at the centre of the slab, is

WR²/16
Zero
2WR²/16
3WR²/16

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RCC Structures Design
The reinforced concrete beam which has width 25 cm, lever arm 40 cm, shear force 6t/cm², safe shear stress 5 kg/cm² and B.M. 24 mt,

Is safe in shear
Needs redesigning
Is unsafe in shear
Is over safe in shear

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RCC Structures Design
The diameter of transverse reinforcement of columns should be equal to one-fourth of the diameter of the main steel rods but not less than

6 mm
5 mm
7 mm
4 mm

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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

Economic section
All listed here
Balanced section
Critical section

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