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RCC Structures Design

RCC Structures Design
The maximum diameter of a bar used in a ribbed slab, is

20 mm
6 mm
12 mm
22 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/4
WL/2
WL/6
WL/8

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RCC Structures Design
The steel generally used in R.C.C. work, is

High tension steel
Mild steel
Stainless
High carbon steel

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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

55°
25°
35°
45°

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RCC Structures Design
Thickened part of a flat slab over its supporting column, is technically known as

Capital
Drop panel
Column head
None of these

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RCC Structures Design
A T-beam behaves as a rectangular beam of a width equal to its flange if its neutral axis

None of these
Coincides the geometrical centre of the beam
Remains below the slab
Remains within the flange

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