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RCC Structures Design

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

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

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

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RCC Structures Design
A part of the slab may be considered as the flange of the T-beam if

All of the listed here
It is built integrally with the beam
It is effectively bonded together with the beam
Flange has adequate reinforcement transverse to beam

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RCC Structures Design
The minimum number of main steel bars provided in R.C.C.

Rectangular columns is 4
Octagonal columns is 8
Circular columns is 6
All listed here

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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
For stairs spanning horizontally, the minimum waist provided is

8 cm
12 cm
4 cm
6 cm

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