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RCC Structures Design

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

30
35
20
25

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RCC Structures Design
The maximum diameter of a bar used in a ribbed slab, is

12 mm
20 mm
22 mm
6 mm

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

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RCC Structures Design
In a combined footing if shear stress does not exceed 5 kg/cm², the nominal stirrups provided are

8 legged
12 legged
10 legged
6 legged

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RCC Structures Design
The effective width of a column strip of a flat slab, is

Radius of the column
One-fourth the width of the panel
Diameter of the column
Half the width of the panel

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RCC Structures Design
The allowable tensile stress in mild steel stirrups, reinforced cement concrete, is

190 kg/cm²
260 kg/cm²
1400 kg/cm²
230 kg/cm²

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