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RCC Structures Design

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

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

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RCC Structures Design
On an absolutely rigid foundation base, the pressure will

Be more at the edges of the foundation
Be zero at the centre of the foundation
Be uniform
Not be uniform

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RCC Structures Design
If the ratio of the span to the overall depth does not exceed 10, the stiffness of the beam will ordinarily be satisfactory in case of a

Cantilever beam
Continuous beam
Simply supported beam
None of these

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RCC Structures Design
Steel bars are generally connected together to get greater length than the standard length by providing

Hooked splice
Straight bar splice
All listed here
Dowel splice

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RCC Structures Design
The thickness of the topping of a ribbed slab, varies between

12 cm to 15 cm
5 cm to 8 cm
8 cm to 10 cm
3 cm to 5 cm

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RCC Structures Design
According to I.S. : 456 specifications, the safe diagonal tensile stress for M 150 grade concrete, is

5 kg/cm²
20 kg/cm²
15 kg/cm²
10 kg/cm²

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