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RCC Structures Design

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

5 m
3 m
6 m
4 m

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RCC Structures Design
The horizontal portion of a step in a stairs case, is known as

Rise
Tread
Winder
Flight

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

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

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RCC Structures Design
Though the effective depth of a T-beam is the distance between the top compression edge to the centre of the tensile reinforcement, for heavy loads, it is taken as

1/12th of the span
1/10th of the span
1/16th of the span
1/8th of the span

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RCC Structures Design
According to I.S. : 456 specifications, the safe diagonal tensile stress for M 150 grade concrete, is

20 kg/cm²
15 kg/cm²
5 kg/cm²
10 kg/cm²

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