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

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RCC Structures Design
The effective span of a simply supported slab, is

Clear span plus effective depth of the slab
Distance between the centers of the bearings
Clear distance between the inner faces of the walls plus twice the thickness of the wall
None of these

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RCC Structures Design
The shear reinforcement in R.C.C. is provided to resist

Horizontal shear
Diagonal compression
Vertical shear
Diagonal tension

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RCC Structures Design
Enlarged head of a supporting column of a flat slab is technically known as

Top of the column
Supporting end of the column
Drop panel
Capital

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RCC Structures Design
An R.C.C. beam of 6 m span is 30 cm wide and has a lever arm of 55 cm. If it carries a U.D.L. of 12 t per m and allowable shear stress is 5 kg/cm², the beam

Is safe with stirrups
Needs revision of section
Is safe with stirrups and inclined bars
Is safe in shear

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