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RCC Structures Design

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

16
12
10
8

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

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

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RCC Structures Design
If the diameter of longitudinal bars of a square column is 16 mm, the diameter of lateral ties should not be less than

7 mm
6 mm
4 mm
5 mm

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RCC Structures Design
The effective span of a simply supported slab, is

Clear span plus effective depth of the slab
Distance between the centers of the bearings
None of these
Clear distance between the inner faces of the walls plus twice the thickness of the wall

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RCC Structures Design
Enlarged head of a supporting column of a flat slab is technically known as

Supporting end of the column
Top of the column
Capital
Drop panel

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RCC Structures Design
The diameter of transverse reinforcement of columns should be equal to one-fourth of the diameter of the main steel rods but not less than

4 mm
6 mm
7 mm
5 mm

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