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RCC Structures Design

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

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

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RCC Structures Design
If the length of an intermediate span of a continuous slab is 5 m, the length of the end span is kept

4.1 m
4.5 m
4.7 m
4.0 m

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RCC Structures Design
If p₁ and p₂ are effective lateral loadings at the bottom and top exerted by a level earth subjected to a super-load on the vertical face of height h of a retaining wall, the horizontal pressure p per unit length of the wall, is

[(p₁ + p₂)/2] h
(p₁ - p₂) ⅔h
[(p₁ + p₂)/4] h
[(p₁ - p₂)/2] h

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

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

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

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

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RCC Structures Design
The length of lap in tension reinforcement should not be less than the bar diameter × (actual tension / four times the permissible average bond stress) if it is more than

30 bar diameters
18 bar diameters
24 bar diameters
36 bar diameters

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