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

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RCC Structures Design
In favourable circumstances a 15 cm concrete cube after 28 days, attains a maximum crushing strength

100 kg/cm²
400 kg/cm²
300 kg/cm²
200 kg/cm²

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RCC Structures Design
In a singly reinforced beam, if the permissible stress in concrete reaches earlier than that in steel, the beam section is called

Over reinforced section
Critical section
Under-reinforced section
Economic section

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RCC Structures Design
A circular slab subjected to external loading, deflects to form a

Paraboloid
None of these
Semi-hemisphere
Ellipsoid

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RCC Structures Design
Dimensions of a beam need be changed if the shear stress is more than

10 kg/cm²
25 kg/cm²
15 kg/cm²
20 kg/cm²

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RCC Structures Design
The breadth of a ribbed slab containing two bars must be between

12 cm to 15 cm
6 cm to 7.5 cm
10 cm to 12 cm
8 cm to 10 cm

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