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RCC Structures Design

RCC Structures Design
Piles are usually driven by

All listed here
Drop hammer
Single acting steam hammer
Diesel operated hammer

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

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

Diagonal tension
Vertical shear
Diagonal compression
Horizontal shear

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

20 cm
75 cm
30 cm
40 cm

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

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

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RCC Structures Design
In a cantilever retaining wall without a heel slab

Width of the base slab is kept 0.7 time the total height of the wall
Thickness of the stem is kept same throughout
All listed here
Base slab is made 10 cm thicker than the stem

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