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RCC Structures Design

RCC Structures Design
For a continuous floor slab supported on beams, the ratio of end span length and intermediate span length, is

0.6
0.8
0.7
0.9

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RCC Structures Design
The angle of repose of a soil is the maximum angle which the outer face of the soil mass makes

None of these
With the perpendicular to the inclined plane of the soil
With the horizontal
With the vertical

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RCC Structures Design
The Young's modulus of elasticity of steel, is

200 KN/mm²
275 KN/mm²
250 KN/mm²
150 KN/mm²

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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/2jdƩO
Q/jdƩO

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RCC Structures Design
The section of a reinforced beam where most distant concrete fibre in compression and tension in steel attains permissible stresses simultaneously, is called

Critical section
All listed here
Balanced section
Economic section

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RCC Structures Design
In a singly reinforced beam, the effective depth is measured from its compression edge to

Tensile edge
Longitudinal central axis
Neutral axis of the beam
Tensile reinforcement

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