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RCC Structures Design

RCC Structures Design
If W is the load on a circular slab of radius R, the maximum circumferential moment at the centre of the slab, is

3WR²/16
WR²/16
2WR²/16
Zero

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RCC Structures Design
The maximum ratio of span to depth of a slab simply supported and spanning in one direction, is

30
35
20
25

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RCC Structures Design
The steel generally used in R.C.C. work, is

High carbon steel
Stainless
High tension steel
Mild steel

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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

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

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RCC Structures Design
If p1 is the vertical intensity of pressure at a depth h on a block of earth weighing w per unit volume and the angle of repose φ, the lateral intensity of pressure p2 is

wh (1 - sin φ)/(1 + sin φ)
w (1 - cos φ)/h (1 + sin φ)
wh (1 - tan φ)/(1 + tan φ)
wh (1 - cos φ)/(1 + sin φ)

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

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

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