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RCC STRUCTURES DESIGN

RCC Structures Design
If the width of the foundation for two equal columns is restricted, the shape of the footing generally adopted, is

Triangular
Trapezoidal
Square
Rectangular

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RCC Structures Design
If the maximum shear stress at the end of a simply supported R.C.C. beam of 16 m effective span is 10 kg/cm², the length of the beam having nominal reinforcement, is

12 cm
6 cm
8 cm
10 cm

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

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

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RCC Structures Design
The minimum cube strength of concrete used for a pre-stressed member, is

350 kg/cm²
150 kg/cm²
250 kg/cm²
50 kg/cm²

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RCC Structures Design
Design of R.C.C. simply supported beams carrying U.D.L. is based on the resultant B.M. at

Mid span
Supports
Quarter span
Every section

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