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RCC Structures Design

RCC Structures Design
The live load to be considered for an inaccessible roof, is

Nil
150 kg/cm²
200 kg/m²
75 kg/m²

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RCC Structures Design
If the modular ratio is ‘m’, steel ratio is ‘r’ and overall depth of a beam is ‘d’, the depth of the critical neutral axis of the beam, is

[m/(m - r)] d
[m/(m + r)] d
[(m + r)/m] d
[(r - m)/m] d

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RCC Structures Design
The minimum cube strength of concrete used for a pre-stressed member, is

250 kg/cm²
150 kg/cm²
350 kg/cm²
50 kg/cm²

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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 Grashoff formula
Grashoff formula
Marcus formula
Rankine formula

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

10
16
8
12

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RCC Structures Design
In a singly reinforced beam, the effective depth is measured from its compression edge to

Longitudinal central axis
Tensile edge
Tensile reinforcement
Neutral axis of the beam

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