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RCC Structures Design

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
The number of treads in a flight is equal to

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

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RCC Structures Design
A raft foundation is provided if its area exceeds the plan area of the building by

10 %
40 %
50 %
20 %

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RCC Structures Design
With usual notations the depth of the neutral axis of a balanced section, is given by

t/mc = (d + n)/n
t/mc = (d - n)/n
mc/t = n/(d - n)
mc/t = (d - n)/n

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RCC Structures Design
For normal cases, stiffness of a simply supported beam is satisfied if the ratio of its span to its overall depth does not exceed

10
25
15
20

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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

WR²/16
Zero
2WR²/16
3WR²/16

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