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

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RCC Structures Design
Post tensioning system

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

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RCC Structures Design
The maximum permissible size of aggregates to be used in casting the ribs of a slab, is

7.5 mm
15 mm
10 mm
5 mm

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RCC Structures Design
If the permissible compressive stress for a concrete in bending is C kg/m², the modular ratio is

2300/2C
2800/C
2800/C²
2800/3C

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RCC Structures Design
The ratio of the breadth to effective depth of a beam is kept

0.7
0.5
0.25
0.75

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RCC Structures Design
A pre-stressed concrete member

Possesses internal stresses
Is made of reinforced concrete
Is made of concrete
Is stressed after casting

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