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RCC Structures Design

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

16
10
12
8

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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
The shear reinforcement in R.C.C. is provided to resist

Diagonal tension
Horizontal shear
Diagonal compression
Vertical shear

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RCC Structures Design
Piles are usually driven by

Drop hammer
Single acting steam hammer
All listed here
Diesel operated hammer

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RCC Structures Design
The maximum permissible size of aggregates to be used in casting the ribs of a slab, is

7.5 mm
5 mm
15 mm
10 mm

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RCC Structures Design
If d is the diameter of a bar, ft is allowable tensile stress and fb, is allowable bond stress, the bond length is given by

ft .d/4fb
(π/4). (ft .d3/fb)
π ft .d²/fb
(π/4). (ft .d/fb)

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