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RCC Structures Design

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

Diagonal compression
Vertical shear
Diagonal tension
Horizontal shear

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RCC Structures Design
Lapped splices in tensile reinforcement are generally not used for bars of size larger than

30 mm diameter
36 mm diameter
24 mm diameter
18 mm diameter

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

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

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RCC Structures Design
Piles are usually driven by

Drop hammer
All listed here
Diesel operated hammer
Single acting steam hammer

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RCC Structures Design
Pick up the incorrect statement from the following. The intensity of horizontal shear stress at the elemental part of a beam section, is directly proportional to

Shear force
Area of the section
Moment of the beam section about its neutral axis
Distance of the C.G. of the area from its neutral axis

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RCC Structures Design
The diameter of main bars in R.C.C. columns, shall not be less than

11 mm
12 mm
15 mm
10 mm

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