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RCC Structures Design

RCC Structures Design
For a number of columns constructed in a rcjw, the type of foundation provided, is

Raft
Strap
Strip
Footing

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

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RCC Structures Design
The steel generally used in R.C.C. work, is

High tension steel
High carbon steel
Mild steel
Stainless

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RCC Structures Design
The maximum shear stress (qmax) in a rectangular beam is

1.25 times the average
1.50 times the average
2.0 times the average
1.75 times the average

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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.

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

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RCC Structures Design
If jd is the lever arm and ΣO is the total perimeter of reinforcement of an R.C.C. beam, the bond stress at the section having Q shear force, is

2 × Q/jdƩO
Q/2jdƩO
Q/3jdƩO
Q/jdƩO

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