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RCC Structures Design

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

12 mm
11 mm
10 mm
15 mm

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RCC Structures Design
In a pre-stressed beam carrying an external load W with a bent tendon is having angle of inclination ? and pre-stressed load P. The net downward load at the centre is

W - P cos θ
W - P sin θ
W - 2P sin θ
W - 2P cos θ

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RCC Structures Design
If permissible working stresses in steel and concrete are respectively 1400 kg/cm² and 80 kg/cm² and modular ratio is 18, in a beam reinforced in tension side and of width 30 cm and having effective depth 46 cm, the lever arms of the section, is

38 cm
39 cm
37 cm
40 cm

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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

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

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RCC Structures Design
For stairs spanning l meters longitudinally between supports at the bottom and top of a flight carrying a load w per unit horizontal area, the maximum bending moment per metre width, is

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RCC Structures Design
The length of the straight portion of a bar beyond the end of the hook, should be at least

Four times the diameter
Twice the diameter
Seven times the diameter
Thrice the diameter

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