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RCC Structures Design

RCC Structures Design
The minimum thickness of the cover at the end of a reinforcing bar should not be less than twice the diameter of the bar subject to a minimum of

25 mm
15 mm
10 mm
20 mm

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RCC Structures Design
Lapped splices in tensile reinforcement are generally not used for bars of size larger than

18 mm diameter
24 mm diameter
36 mm diameter
30 mm diameter

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RCC Structures Design
For a number of columns constructed in a rcjw, the type of foundation provided, is

Strip
Strap
Footing
Raft

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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/3
b/6
b/4

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RCC Structures Design
Design of a two way slab simply supported on edges and having no provision to prevent the corners from lifting, is made by

Marcus formula
Rankine Grashoff formula
Grashoff formula
Rankine formula

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

Distance between the centers of T-beam
Breadth of the rib plus twelve times the thickness of the slab
One-third of the effective span of the T-beam
Least of the above

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