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RCC Structures Design

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

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

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RCC Structures Design
If the length of a wall on either side of a lintel opening is at least half of its effective span L, the load W carried by the lintel is equivalent to the weight of brickwork contained in an equilateral triangle, producing a maximum bending moment

WL/2
WL/8
WL/4
WL/6

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RCC Structures Design
The minimum thickness of the cover at the end of a reinforcing bar should not be less than twice the diameter of the bar subject to a minimum of

10 mm
20 mm
15 mm
25 mm

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

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

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

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

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RCC Structures Design
The diameter of main bars in R.C.C. columns, shall not be less than

11 mm
15 mm
12 mm
10 mm

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