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RCC Structures Design

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

12 mm
6 mm
22 mm
20 mm

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RCC Structures Design
If R and T are rise and tread of a stair spanning horizontally, the steps are supported by a wall on one side and by a stringer beam on the other side, the steps are designed as beams of width

T - R
√(R² + T²)
R + T
R - T

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

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

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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/4
WL/6
WL/2

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RCC Structures Design
Dimensions of a beam need be changed if the shear stress is more than

15 kg/cm²
10 kg/cm²
20 kg/cm²
25 kg/cm²

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RCC Structures Design
The maximum area of tension reinforcement in beams shall not exceed

1
0.15 %
6
4 %

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