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RCC Structures Design

RCC Structures Design
Cantilever retaining walls can safely be used for a height not more than

6 m
5 m
4 m
3 m

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

80 cm
120 cm
123 cm
124 cm

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RCC Structures Design
A pre-cast pile generally used, is

Circular
Octagonal
Square with corners chamfered
Square

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RCC Structures Design
The effective width of a column strip of a flat slab, is

Half the width of the panel
Diameter of the column
One-fourth the width of the panel
Radius of the column

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

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RCC Structures Design
A raft foundation is provided if its area exceeds the plan area of the building by

50 %
10 %
20 %
40 %

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