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RCC Structures Design

RCC Structures Design
For normal cases, stiffness of a simply supported beam is satisfied if the ratio of its span to its overall depth does not exceed

25
20
10
15

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

12
10
8
16

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RCC Structures Design
If ‘W’ is the uniformly distributed load on a circular slab of radius ‘R’ fixed at its ends, the maximum positive radial moment at its centre, is

2WR²/16
3WR²/16
WR²/16
None of these

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RCC Structures Design
If the permissible compressive and tensile stresses in a singly reinforced beam are 50 kg/cm² and 1400 kg/cm² respectively and the modular ratio is 18, the percentage area At of the steel required for an economic section, is

0.496 %
0.696 %
0.796 %
0.596 %

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RCC Structures Design
A ribbed slab is provided for

A plain ceiling
Thermal insulation
Acoustic insulation
All of these

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RCC Structures Design
A pile of length ‘L’ carrying a uniformly distributed load ‘W’ per metre length is suspended at the centre and from other two points 0.15 L from either end ; the maximum hogging moment will be

WL²/90
WL²/60
WL²/30
WL²/15

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