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RCC Structures Design

RCC Structures Design
On piles, the drop must be at least

120 cm
124 cm
123 cm
80 cm

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RCC Structures Design
If the maximum shear stress at the end of a simply supported R.C.C. beam of 6 m effective span is 10 kg/cm², the share stirrups are provided for a distance ‘x’ from either end where, ‘x’ is

150 cm
100 cm
50 cm
200 cm

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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

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

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RCC Structures Design
The floor slab of a building is supported on reinforced cement floor beams. The ratio of the end and intermediate spans is kept

0.9
0.8
0.2
0.7

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RCC Structures Design
The Young's modulus of elasticity of steel, is

250 KN/mm²
200 KN/mm²
150 KN/mm²
275 KN/mm²

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RCC Structures Design
In favourable circumstances a 15 cm concrete cube after 28 days, attains a maximum crushing strength

400 kg/cm²
300 kg/cm²
200 kg/cm²
100 kg/cm²

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