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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

20
25
10
15

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RCC Structures Design
The diameter of longitudinal bars of a column should never be less than

6 mm
12 mm
10 mm
8 mm

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RCC Structures Design
The allowable tensile stress in mild steel stirrups, reinforced cement concrete, is

1400 kg/cm²
190 kg/cm²
230 kg/cm²
260 kg/cm²

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RCC Structures Design
The angle of repose of a soil is the maximum angle which the outer face of the soil mass makes

None of these
With the horizontal
With the vertical
With the perpendicular to the inclined plane of the soil

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RCC Structures Design
Design of R.C.C. cantilever beams, is based on the resultant force at

Mid span and fixed support
Free end
Mid span
Fixed end

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RCC Structures Design
Total pressure on the vertical face of a retaining wall of height h acts parallel to free surface and from the base at a distance of

h/2
h/3
h/4
2h/3

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