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RCC Structures Design

RCC Structures Design
The live load to be considered for an inaccessible roof, is

Nil
150 kg/cm²
200 kg/m²
75 kg/m²

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RCC Structures Design
The minimum thickness of the cover at the end of a reinforcing bar should not be less than twice the diameter of the bar subject to a minimum of

20 mm
25 mm
15 mm
10 mm

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RCC Structures Design
The maximum shear stress (qmax) in a rectangular beam is

1.75 times the average
1.25 times the average
1.50 times the average
2.0 times the average

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RCC Structures Design
Thickened part of a flat slab over its supporting column, is technically known as

Column head
None of these
Capital
Drop panel

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

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

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RCC Structures Design
Design of R.C.C. simply supported beams carrying U.D.L. is based on the resultant B.M. at

Supports
Every section
Quarter span
Mid span

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