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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

10
20
15
25

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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/3
b/6
b/4
b/5

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RCC Structures Design
The maximum shear stress (qmax) in a rectangular beam is

1.75 times the average
2.0 times the average
1.50 times the average
1.25 times the average

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RCC Structures Design
If P kg/m² is the upward pressure on the slab of a plain concrete footing whose projection on either side of the wall is a cm, the depth of foundation D is given by

D = 0.0775 aP
D = 0.07775 aP
D = 0.775 Pa
D = 0.00775 aP

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RCC Structures Design
The width of the flange of a L-beam, should be less than

Breadth of the rib + four times thickness of the slab
One-sixth of the effective span
Breadth of the rib + half clear distance between ribs
Least of the above

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RCC Structures Design
The maximum ratio of span to depth of a cantilever slab, is

16
10
12
8

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