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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
3 m
5 m
4 m

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RCC Structures Design
If the ratio of the span to the overall depth does not exceed 10, the stiffness of the beam will ordinarily be satisfactory in case of a

Simply supported beam
Cantilever beam
None of these
Continuous beam

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RCC Structures Design
Thickened part of a flat slab over its supporting column, is technically known as

Drop panel
Capital
None of these
Column head

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RCC Structures Design
If p₁ and p₂ are effective lateral loadings at the bottom and top exerted by a level earth subjected to a super-load on the vertical face of height h of a retaining wall, the horizontal pressure p per unit length of the wall, is

(p₁ - p₂) ⅔h
[(p₁ + p₂)/2] h
[(p₁ + p₂)/4] h
[(p₁ - p₂)/2] h

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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

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

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RCC Structures Design
If the permissible compressive stress for a concrete in bending is C kg/m², the modular ratio is

2800/3C
2300/2C
2800/C
2800/C²

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