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RCC Structures Design

RCC Structures Design
The maximum ratio of span to depth of a cantilever slab, is

12
16
10
8

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RCC Structures Design
According to the steel beam theory of doubly reinforced beams

Compression is resisted by compression steel
All of the listed here
Tension is resisted by tension steel
Stress in tension steel equals the stress in compression steel

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RCC Structures Design
To ensure that the hogging bending moment at two points of suspension of a pile of length L equals the sagging moment at its centre, the distances of the points of suspension from either end, is

0.207 L
0.107 L
0.407 L
0.307 L

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

Square
Circular
Octagonal
Square with corners chamfered

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RCC Structures Design
The stem of a cantilever retaining wall which retains earth level with top is 6 m. If the angle of repose and weight of the soil per cubic metre are 30° and 2000 kg respectively, the effective width of the stem at the bottom, is

53.5
54.5
52.5
51.5

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RCC Structures Design
Design of a two way slab simply supported on edges and having no provision to prevent the corners from lifting, is made by

Rankine formula
Rankine Grashoff formula
Grashoff formula
Marcus formula

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