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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

40
50
56
30

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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/3
b/5
b/6

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

wl212
wl28
wl24
wl210

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RCC Structures Design
The effective width of a column strip of a flat slab, is

Diameter of the column
Half the width of the panel
One-fourth the width of the panel
Radius of the column

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

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

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RCC Structures Design
The diameter of the column head support a flat slab, is generally kept

0.25 times the span length
4.0 cm larger than the diameter of the column
5.0 cm larger than the diameter of the column
0.25 times the diameter of the column

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