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RCC Structures Design

RCC Structures Design
A foundation rests on

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

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RCC Structures Design
Post tensioning system

None of these
Is economical for large spans and is adopted now a days
Was widely used in earlier days
Is not economical and hence not generally used

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RCC Structures Design
Steel bars are generally connected together to get greater length than the standard length by providing

Dowel splice
All listed here
Hooked splice
Straight bar splice

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

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RCC Structures Design
The anchorage value of a hook is assumed sixteen times the diameter of the bar if the angle of the bend, is

40°
All listed here
30°
45°

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RCC Structures Design
The maximum shear stress (q) in concrete of a reinforced cement concrete beam is

(Shear force × Width)/Lever arm
Shear force/(Lever arm × Width)
Width/(Lever arm × Shear force)
Lever arm/(Shear force × Width)

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