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RCC Structures Design

RCC Structures Design
A continuous beam shall be deemed to be a deep beam if the ratio of effective span to overall depth, is

2
2.5
Less than 2
Less than 2.5

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RCC Structures Design
The minimum thickness of a flat slab is taken

L/36 for end panels without drops
L/32 for end panels without drops
All listed here
L/36 for interior panels without drop

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RCC Structures Design
High strength concrete is used in pre-stressed member

To overcome bursting stresses at the ends
All listed here
To overcome high bearing stresses developed at the ends
To provide high bond stresses

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RCC Structures Design
Lapped splices in tensile reinforcement are generally not used for bars of size larger than

36 mm diameter
30 mm diameter
24 mm diameter
18 mm diameter

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RCC Structures Design
An R.C.C beam of 25 cm width has a clear span of 5 metres and carries a U.D.L. of 2000 kg/m inclusive of its self weight. If the lever arm of the section is 45 cm., the beam is

Is safe with stirrups and inclined members
Safe in shear
Is safe with stirrups
Needs revision of the section

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RCC Structures Design
On piles, the drop must be at least

80 cm
120 cm
124 cm
123 cm

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