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RCC Structures Design

RCC Structures Design
A very comfortable type of stairs is

Straight
Geometrical
Open newel
Dog legged

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

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RCC Structures Design
In a simply supported slab, alternate bars are curtailed at

1/7th of the span
1/5th of the span
1/4th of the span
1/6th of the span

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RCC Structures Design
The length of the lap in a compression member is kept greater than bar diameter x (Permissible stress in bar / Five times the bond stress) or

12 bar diameters
24 bar diameters
18 bar diameters
30 bar diameters

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RCC Structures Design
In a combined footing if shear stress does not exceed 5 kg/cm², the nominal stirrups provided are

6 legged
10 legged
12 legged
8 legged

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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

Rankine Grashoff formula
Grashoff formula
Marcus formula
Rankine formula

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