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RCC Structures Design

RCC Structures Design
On piles, the drop must be at least

120 cm
124 cm
80 cm
123 cm

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RCC Structures Design
If the average bending stress is 6 kg/cm² for M 150 grade concrete, the length of embedment of a bar of diameter d according to I.S. 456 specifications, is

58 d
28 d
38 d
48 d

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RCC Structures Design
The maximum shear stress (qmax) in a rectangular beam is

1.50 times the average
1.75 times the average
2.0 times the average
1.25 times the average

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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/8
WL/6
WL/4
WL/2

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RCC Structures Design
The toe projection of foundation slabs is taken

Below ground surface
As one third of the base
Equal to heel slab
As one sixth of overall height of the wall

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RCC Structures Design
High strength concrete is used in pre-stressed member

To provide high bond stresses
To overcome bursting stresses at the ends
All listed here
To overcome high bearing stresses developed at the ends

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