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RCC Structures Design

RCC Structures Design
A continuous beam shall be deemed to be a deep beam if the ratio of effective span to overall depth, is

2.5
Less than 2.5
Less than 2
2

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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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RCC Structures Design
The neutral axis of a T-beam exists

All listed here
At the bottom edge of the slab
Within the flange
Below the slab

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RCC Structures Design
For a continuous floor slab supported on beams, the ratio of end span length and intermediate span length, is

0.8
0.7
0.9
0.6

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RCC Structures Design
The minimum clear cover for R.C.C. columns shall be

Greater of 25 mm or diameter
Smaller of 40 mm or diameter
Smaller of 25 mm or diameter
Greater of 40 mm or diameter

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RCC Structures Design
The effective width of a column strip of a flat slab, is

Diameter of the column
Radius of the column
Half the width of the panel
One-fourth the width of the panel

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