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RCC Structures Design

RCC Structures Design
An R.C.C. column is treated as short column if its slenderness ratio is less than

30
56
50
40

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RCC Structures Design
A raft foundation is provided if its area exceeds the plan area of the building by

20 %
40 %
50 %
10 %

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RCC Structures Design
If T and R are the tread and rise of a stair which carries a load w per square metre on slope, the corresponding load per square metre of the horizontal area, is

w (R + T)/T
w (R/T)
w √(R² + T²)/T
w √(R + T)/T

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

200 kg/m²
Nil
75 kg/m²
150 kg/cm²

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RCC Structures Design
If the maximum dip of a parabolic tendon carrying tension P is h and the effective length of the pre-stressed beam is L, the upward uniform pressure will be

8hp/l²
8hp/l
8hl/p²
8hl/p

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RCC Structures Design
The maximum shear stress (q) in concrete of a reinforced cement concrete beam is

Lever arm/(Shear force × Width)
(Shear force × Width)/Lever arm
Width/(Lever arm × Shear force)
Shear force/(Lever arm × Width)

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