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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
The effective span of a simply supported slab, is

Distance between the centers of the bearings
Clear span plus effective depth of the slab
None of these
Clear distance between the inner faces of the walls plus twice the thickness of the wall

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

11 mm
10 mm
15 mm
12 mm

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RCC Structures Design
An R.C.C. beam not provided with shear reinforcement may develop cracks in its bottom inclined roughly to the horizontal at

25°
55°
45°
35°

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RCC Structures Design
The thickness of base slab of a retaining wall generally provided, is

One-third of the width of the stem at the bottom
One half of the width of the stem at the bottom
One fourth of the width of the steam at the bottom
Width of the stem at the bottom

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RCC Structures Design
A pre-stressed concrete member

Possesses internal stresses
Is stressed after casting
Is made of concrete
Is made of reinforced concrete

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