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RCC Structures Design

RCC Structures Design
If longitudinally spanning stairs are casted along with their landings, the maximum bending moment per metre width, is taken as

wl210
wl28
wl24
wl212

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RCC Structures Design
To have pressure wholly compressive under the base of a retaining wall of width b, the resultant of the weight of the wall and the pressure exerted by the retained, earth should have eccentricity not more than

b/4
b/5
b/3
b/6

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RCC Structures Design
The steel generally used in R.C.C. work, is

Stainless
High carbon steel
High tension steel
Mild steel

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RCC Structures Design
The zone in which transverse bending is likely to occur may be obtained by drawing a line from the faces of the column making an angle θ° with horizontal where θ° is

None of these
45°
30°
60°

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RCC Structures Design
In a simply supported slab, alternate bars are curtailed at

1/6th of the span
1/7th of the span
1/4th of the span
1/5th of the span

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RCC Structures Design
If the maximum shear stress at the end of a simply supported R.C.C. beam of 6 m effective span is 10 kg/cm², the share stirrups are provided for a distance ‘x’ from either end where, ‘x’ is

200 cm
150 cm
50 cm
100 cm

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