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RCC Structures Design

RCC Structures Design
For stairs spanning l meters longitudinally between supports at the bottom and top of a flight carrying a load w per unit horizontal area, the maximum bending moment per metre width, is

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

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RCC Structures Design
The maximum ratio of span to depth of a slab simply supported and spanning in one direction, is

20
35
30
25

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RCC Structures Design
Thickened part of a flat slab over its supporting column, is technically known as

Drop panel
Column head
Capital
None of these

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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

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

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RCC Structures Design
If the bearing capacity of soil is 10 tonnes/cm² and the projection of plain concrete footing from walls, is a cm, the depth D of footing is

D = 0.0775 a
D = 0.775 √a
D = 0.775 a²
D = 0.775 a

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