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RCC Structures Design

RCC Structures Design
A very comfortable type of stairs is

Open newel
Straight
Geometrical
Dog legged

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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/3
b/5
b/4
b/6

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RCC Structures Design
If ‘W’ is weight of a retaining wall and ‘P’ is the horizontal earth pressure, the factor of safety against sliding, is

1.0
1.5
3.0
2.0

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

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RCC Structures Design
A flat slab is supported

On columns
On beams
On columns monolithically built with slab
On beams and columns

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RCC Structures Design
If the loading on a pre-stressed rectangular beam, is uniformly distributed, the tendon to be provided should be.

Straight above centroidal axis
Parabolic with convexity upward
Parabolic with convexity downward
Straight below centroidal axis

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