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RCC Structures Design

RCC Structures Design
The maximum ratio of span to depth of a cantilever slab, is

16
12
10
8

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

High tension steel
Stainless
Mild steel
High carbon steel

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RCC Structures Design
An R.C.C. beam of 6 m span is 30 cm wide and has a lever arm of 55 cm. If it carries a U.D.L. of 12 t per m and allowable shear stress is 5 kg/cm², the beam

Is safe with stirrups and inclined bars
Is safe with stirrups
Needs revision of section
Is safe in shear

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RCC Structures Design
Dimensions of a beam need be changed if the shear stress is more than

15 kg/cm²
10 kg/cm²
25 kg/cm²
20 kg/cm²

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RCC Structures Design
The length of the straight portion of a bar beyond the end of the hook, should be at least

Seven times the diameter
Twice the diameter
Thrice the diameter
Four times the diameter

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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

Critical section
Economic section
Over reinforced section
Under-reinforced section

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