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RCC Structures Design

RCC Structures Design
In a simply supported slab, alternate bars are curtailed at

1/5th of the span
1/7th of the span
1/6th of the span
1/4th of the span

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RCC Structures Design
The maximum shear stress (qmax) in a rectangular beam is

1.75 times the average
1.50 times the average
2.0 times the average
1.25 times the average

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RCC Structures Design
The weight of reinforced concrete, is generally taken as

2400 kg/m³
2200 kg/m³
2300 kg/m³
2500 kg/m³

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

Nil
150 kg/m²
75 kg/m³
200 kg/cm²

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RCC Structures Design
In a singly reinforced beam, the effective depth is measured from its compression edge to

Tensile edge
Longitudinal central axis
Neutral axis of the beam
Tensile reinforcement

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RCC Structures Design
The maximum shear stress (q) in concrete of a reinforced cement concrete beam is

Width/(Lever arm × Shear force)
Shear force/(Lever arm × Width)
(Shear force × Width)/Lever arm
Lever arm/(Shear force × Width)

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