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RCC Structures Design

RCC Structures Design
A very comfortable type of stairs is

Straight
Open newel
Dog legged
Geometrical

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RCC Structures Design
In a combined footing if shear stress exceeds 5 kg/cm², the nominal stirrups provided are:

8 legged
10 legged
12 legged
6 legged

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

200 kg/m²
75 kg/m²
Nil
150 kg/cm²

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RCC Structures Design
The length of the straight portion of a bar beyond the end of the hook, should be at least

Seven times the diameter
Twice the diameter
Four times the diameter
Thrice the diameter

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

12
8
10
16

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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

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

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