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RCC Structures Design

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

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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
Cantilever retaining walls can safely be used for a height not more than

3 m
4 m
5 m
6 m

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RCC Structures Design
Post tensioning system

Is economical for large spans and is adopted now a days
None of these
Was widely used in earlier days
Is not economical and hence not generally used

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

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RCC Structures Design
The percentage of minimum reinforcement of the gross sectional area in slabs, is

0.12 %
0.15 %
0.10 %
0.18 %

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