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RCC Structures Design

RCC Structures Design
The steel generally used in R.C.C. work, is

High tension steel
Stainless
Mild steel
High carbon steel

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

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

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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
The diameter of longitudinal bars of a column should never be less than

6 mm
8 mm
12 mm
10 mm

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RCC Structures Design
The minimum head room over a stair must be

200 cm
210 cm
230 cm
205 cm

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RCC Structures Design
In a combined footing for two columns carrying unequal loads, the maximum hogging bending moment occurs at

Less loaded column
More loaded column
A point of zero shear force
A point of the maximum shear force

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