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RCC Structures Design

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 minimum head room over a stair must be

210 cm
200 cm
230 cm
205 cm

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

10
12
16
8

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

Nil
200 kg/cm²
150 kg/m²
75 kg/m³

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RCC Structures Design
If depth of slab is 10 cm, width of web 30 cm, depth of web 50 cm, centre to centre distance of beams 3 m, effective span of beams 6 m, the effective flange width of the beam, is

200 cm
300 cm
150 cm
100 cm

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

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

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