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RCC Structures Design

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

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

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

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

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RCC Structures Design
In a combined footing if shear stress exceeds 5 kg/cm², the nominal stirrups provided are:

6 legged
12 legged
10 legged
8 legged

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RCC Structures Design
If the diameter of longitudinal bars of a square column is 16 mm, the diameter of lateral ties should not be less than

4 mm
7 mm
5 mm
6 mm

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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/6
WL/4
WL/2
WL/8

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RCC Structures Design
If the effective length of a 32 cm diameter R.C.C. column is 4.40 m, its slenderness ratio, is

45
40
50
55

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