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RCC Structures Design

RCC Structures Design
The horizontal portion of a step in a stairs case, is known as

Flight
Rise
Tread
Winder

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RCC Structures Design
The maximum shear stress (q) in concrete of a reinforced cement concrete beam is

Width/(Lever arm × Shear force)
Lever arm/(Shear force × Width)
(Shear force × Width)/Lever arm
Shear force/(Lever arm × Width)

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RCC Structures Design
If diameter of a reinforcement bar is d, the anchorage value of the hook is

16d
4d
8d
12d

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RCC Structures Design
The maximum shear stress (qmax) in a rectangular beam is

1.25 times the average
1.75 times the average
1.50 times the average
2.0 times the average

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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:

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

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RCC Structures Design
The length of the lap in a compression member is kept greater than bar diameter x (Permissible stress in bar / Five times the bond stress) or

30 bar diameters
24 bar diameters
12 bar diameters
18 bar diameters

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