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RCC Structures Design

RCC Structures Design
For normal cases, stiffness of a simply supported beam is satisfied if the ratio of its span to its overall depth does not exceed

25
15
10
20

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

150 kg/m²
75 kg/m³
200 kg/cm²
Nil

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RCC Structures Design
In a combined footing if shear stress does not exceed 5 kg/cm², the nominal stirrups provided are

8 legged
12 legged
6 legged
10 legged

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RCC Structures Design
The diameter of main bars in R.C.C. columns, shall not be less than

12 mm
10 mm
15 mm
11 mm

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

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

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RCC Structures Design
The anchorage value of a hook is assumed sixteen times the diameter of the bar if the angle of the bend, is

All listed here
40°
30°
45°

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