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RCC Structures Design

RCC Structures Design
According to I.S.: 456, 1978 the thickness of reinforced concrete footing on piles at its edges, is kept less than

75 cm
40 cm
30 cm
20 cm

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

Stainless
High carbon steel
High tension steel
Mild steel

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RCC Structures Design
The maximum diameter of a bar used in a ribbed slab, is

20 mm
22 mm
12 mm
6 mm

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RCC Structures Design
Top bars are extended to the projecting parts of the combined footing of two columns L distance apart for a distance of

0.1 L from the outer edge of column
One-fourth the distance of projection
Half the distance of projection
0.1 L from the centre edge of column

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RCC Structures Design
If ‘p’ is the net upward pressure on a square footing of side ‘b’ for a square column of side ‘a’, the maximum bending moment is given by

M = pb (b - a)²/8
M = pb (c - a)/4
M = pb (b - a)²/4
M = pb (b + a)/8
M = pb (b + a)/8

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RCC Structures Design
A singly reinforced beam has breadth b, effective depth d, depth of neutral axis n and critical neutral axis n?. If fc and ft are permissible compressive and tensile stresses, the moment to resistance of the beam, is

bn (fc/2) (d - n/3)
Atft (d - n/3)
All listed here
½ n₁ (1 - n₁/3) cbd²

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