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RCC Structures Design

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

Tread
Rise
Winder
Flight

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RCC Structures Design
If the maximum dip of a parabolic tendon carrying tension P is h and the effective length of the pre-stressed beam is L, the upward uniform pressure will be

8hl/p
8hp/l²
8hp/l
8hl/p²

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RCC Structures Design
For stairs spanning horizontally, the minimum waist provided is

4 cm
12 cm
6 cm
8 cm

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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

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

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

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RCC Structures Design
The length of lap in tension reinforcement should not be less than the bar diameter × (actual tension / four times the permissible average bond stress) if it is more than

24 bar diameters
36 bar diameters
18 bar diameters
30 bar diameters

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