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RCC Structures Design

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

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RCC Structures Design
The minimum thickness of a flat slab is taken

L/32 for end panels without drops
All listed here
L/36 for end panels without drops
L/36 for interior panels without drop

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RCC Structures Design
To ensure uniform pressure distribution, the thickness of the foundation, is

Kept uniform throughout
Decreased gradually towards the edge
Kept zero at the edge
Increased gradually towards the edge

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RCC Structures Design
The breadth of a ribbed slab containing two bars must be between

6 cm to 7.5 cm
8 cm to 10 cm
10 cm to 12 cm
12 cm to 15 cm

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RCC Structures Design
The maximum ratio of span to depth of a slab simply supported and spanning in one direction, is

30
25
35
20

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RCC Structures Design
For initial estimate for a beam design, the width is assumed

1/30th of span
1/25th of span
1/15th of span
1/20th of span

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