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RCC Structures Design

RCC Structures Design
The diameter of main bars in R.C.C. columns, shall not be less than

11 mm
12 mm
15 mm
10 mm

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RCC Structures Design
The thickness of the topping of a ribbed slab, varies between

8 cm to 10 cm
5 cm to 8 cm
3 cm to 5 cm
12 cm to 15 cm

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RCC Structures Design
The design of a retaining wall assumes that the retained earth

Is dry
Is not cohesive
All listed here
Is free from moisture

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RCC Structures Design
High strength concrete is used in pre-stressed member

To overcome high bearing stresses developed at the ends
To overcome bursting stresses at the ends
All listed here
To provide high bond stresses

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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

Q/3jdƩO
2 × Q/jdƩO
Q/jdƩO
Q/2jdƩO

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RCC Structures Design
A pre-stressed concrete member

Is made of reinforced concrete
Is stressed after casting
Possesses internal stresses
Is made of concrete

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