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RCC Structures Design

RCC Structures Design
If the maximum bending moment of a simply supported slab is M Kg.cm, the effective depth of the slab is (where Q is M.R. factor)

√(M/100Q)
√(M/Q)
M/10√Q
M/100Q

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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/5
b/4
b/3
b/6

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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

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

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RCC Structures Design
As the percentage of steel increases

Depth of neutral axis increases
Lever arm decreases
Depth of neutral axis decreases
Lever arm increases

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RCC Structures Design
Design of R.C.C. simply supported beams carrying U.D.L. is based on the resultant B.M. at

Every section
Supports
Quarter span
Mid span

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

6 mm
8 mm
10 mm
12 mm

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