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RCC Structures Design

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

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

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RCC Structures Design
For stairs spanning l meters longitudinally between supports at the bottom and top of a flight carrying a load w per unit horizontal area, the maximum bending moment per metre width, is

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RCC Structures Design
Design of R.C.C. cantilever beams, is based on the resultant force at

Mid span
Fixed end
Free end
Mid span and fixed support

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RCC Structures Design
If a rectangular pre-stressed beam of an effective span of 5 meters and carrying a total load 3840 kg/m, is designed by the load balancing method, the central dip of the parabolic tendon should be

15 cm
5 cm
10 cm
20 cm

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RCC Structures Design
If the ratio of the span to the overall depth does not exceed 10, the stiffness of the beam will ordinarily be satisfactory in case of a

Continuous beam
None of these
Simply supported beam
Cantilever beam

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RCC Structures Design
The advantage of a concrete pile over a timber pile, is

Higher bearing capacity
No restriction on length
All of these
No decay due to termites

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