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RCC Structures Design

RCC Structures Design
The number of treads in a flight is equal to

Risers minus one
Risers plus one
None of these
Risers in the flight

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RCC Structures Design
The maximum diameter of a bar used in a ribbed slab, is

6 mm
12 mm
22 mm
20 mm

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RCC Structures Design
An R.C.C. column is treated as short column if its slenderness ratio is less than

56
50
40
30

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RCC Structures Design
In a combined footing for two columns carrying unequal loads, the maximum hogging bending moment occurs at

More loaded column
A point of the maximum shear force
A point of zero shear force
Less loaded column

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RCC Structures Design
The modular ratio ‘m’ of a concrete whose permissible compressive stress is ‘C’, may be obtained from the equation.

m = 2800/3C
m = 1400/3C
m = 700/3C
m = 3500/3C

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RCC Structures Design
If a bent tendon is required to balance a concentrated load W at the centre of the span L, the central dip h must be at least

WL/4P
WL/P
WL/3P
WL/2P

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