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RCC Structures Design

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

Mild steel
Stainless
High carbon steel
High tension steel

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RCC Structures Design
In a singly reinforced beam, if the permissible stress in concrete reaches earlier than that in steel, the beam section is called

Under-reinforced section
Over reinforced section
Critical section
Economic section

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RCC Structures Design
A foundation rests on

Foundation soil
Base of the foundation
Both B and C
Sub-grade

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RCC Structures Design
If the effective length of a 32 cm diameter R.C.C. column is 4.40 m, its slenderness ratio, is

40
45
55
50

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RCC Structures Design
A reinforced concrete cantilever beam is 3.6 m long, 25 cm wide and has its lever arm 40 cm. It carries a load of 1200 kg at its free end and vertical stirrups can carry 1800 kg. Assuming concrete to carry one-third of the diagonal tension and ignoring the weight of the beam, the number of shear stirrups required, is

45
40
30
35

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RCC Structures Design
The amount of reinforcement for main bars in a slab, is based upon

Maximum shear force
Maximum bending moment
Minimum bending moment
Minimum shear force

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