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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
30 cm
20 cm
40 cm

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RCC Structures Design
The thickness of base slab of a retaining wall generally provided, is

One-third of the width of the stem at the bottom
One fourth of the width of the steam at the bottom
One half of the width of the stem at the bottom
Width of the stem at the bottom

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RCC Structures Design
If W is total load per unit area on a panel, D is the diameter of the column head, L is the span in two directions, then the sum of the maximum positive bending moment and average of the negative bending moment for the design of the span of a square flat slab, should not be less than

WL/12 (L - 2D/3)²
WL/10 (L + 2D/3)²
WL/12 (L - D/3)²
WL/10 (L - 2D/3)²

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

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

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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

7 mm
6 mm
4 mm
5 mm

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RCC Structures Design
On piles, the drop must be at least

80 cm
123 cm
120 cm
124 cm

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