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RCC Structures Design

RCC Structures Design
The horizontal portion of a step in a stairs case, is known as

Tread
Flight
Rise
Winder

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RCC Structures Design
An R.C.C beam of 25 cm width has a clear span of 5 metres and carries a U.D.L. of 2000 kg/m inclusive of its self weight. If the lever arm of the section is 45 cm., the beam is

Safe in shear
Is safe with stirrups
Needs revision of the section
Is safe with stirrups and inclined members

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RCC Structures Design
A foundation is called shallow if its depth, is

Equal to its width
One-fourth of its width
Three-fourth of its width
Half of its width

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RCC Structures Design
If p1 is the vertical intensity of pressure at a depth h on a block of earth weighing w per unit volume and the angle of repose φ, the lateral intensity of pressure p2 is

wh (1 - sin φ)/(1 + sin φ)
w (1 - cos φ)/h (1 + sin φ)
wh (1 - cos φ)/(1 + sin φ)
wh (1 - tan φ)/(1 + tan φ)

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RCC Structures Design
If p₁ and p₂ are effective lateral loadings at the bottom and top exerted by a level earth subjected to a super-load on the vertical face of height h of a retaining wall, the horizontal pressure p per unit length of the wall, is

[(p₁ + p₂)/2] h
[(p₁ + p₂)/4] h
(p₁ - p₂) ⅔h
[(p₁ - p₂)/2] h

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RCC Structures Design
The maximum area of tension reinforcement in beams shall not exceed

1
0.15 %
4 %
6

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