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RCC Structures Design

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°
40°
All listed here
30°

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RCC Structures Design
If C is creep coefficient, f is original pre-stress in concrete, m is modular ratio, E is Young's modulus of steel and e is shrinkage strain, the combined effect of creep and shrinkage is:

(1 - C) mf - eE
(C - 1) mf + eE
(1 - C) mf + eE
(C - 1) mf - eE

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

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

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RCC Structures Design
If ‘p’ is the net upward pressure on a square footing of side ‘b’ for a square column of side ‘a’, the maximum bending moment is given by

M = pb (b + a)/8
M = pb (b + a)/8
M = pb (b - a)²/4
M = pb (c - a)/4
M = pb (b - a)²/8

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RCC Structures Design
The shear reinforcement in R.C.C. is provided to resist

Vertical shear
Horizontal shear
Diagonal tension
Diagonal compression

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RCC Structures Design
After pre-stressing process is completed, a loss of stress is due to

Shrinkage of concrete
Creep of concrete
All of the listed here
Elastic shortening of concrete

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