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RCC Structures Design

RCC Structures Design
The maximum ratio of span to depth of a slab simply supported and spanning in two directions, is

40
35
30
25

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RCC Structures Design
With usual notations the depth of the neutral axis of a balanced section, is given by

t/mc = (d - n)/n
mc/t = n/(d - n)
t/mc = (d + n)/n
mc/t = (d - n)/n

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RCC Structures Design
The live load to be considered for an accessible roof, is

75 kg/m³
150 kg/m²
200 kg/cm²
Nil

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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

R - T
T - R
R + T
√(R² + T²)

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

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

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RCC Structures Design
The effective span of a simply supported slab, is

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

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