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RCC Structures Design

RCC Structures Design
For initial estimate for a beam design, the width is assumed

1/20th of span
1/30th of span
1/15th of span
1/25th of span

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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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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

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

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RCC Structures Design
Columns may be made of plain concrete if their unsupported lengths do not exceed their least lateral dimension

Three times
Four times
Five times
Two times

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RCC Structures Design
The advantage of reinforced concrete, is due to

Monolithic character
Economy because of less maintenance cost
Fire-resisting and durability
All listed here

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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

45°
All listed here
30°
40°

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