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RCC Structures Design

RCC Structures Design
The maximum diameter of a bar used in a ribbed slab, is

22 mm
6 mm
12 mm
20 mm

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RCC Structures Design
The diameter of main bars in R.C.C. columns, shall not be less than

11 mm
10 mm
15 mm
12 mm

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

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RCC Structures Design
A T-beam behaves as a rectangular beam of a width equal to its flange if its neutral axis

Remains below the slab
None of these
Remains within the flange
Coincides the geometrical centre of the beam

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RCC Structures Design
Total pressure on the vertical face of a retaining wall of height h acts parallel to free surface and from the base at a distance of

h/3
h/2
h/4
2h/3

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

6 m
4 m
3 m
5 m

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