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RCC Structures Design

RCC Structures Design
Minimum spacing between horizontal parallel reinforcement of the same size should not be less than

2.5 diameters
One diameter
3 diameters
3.5 diameters

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RCC Structures Design
The length of the straight portion of a bar beyond the end of the hook, should be at least

Seven times the diameter
Four times the diameter
Twice the diameter
Thrice the diameter

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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
If the average bending stress is 6 kg/cm² for M 150 grade concrete, the length of embedment of a bar of diameter d according to I.S. 456 specifications, is

38 d
28 d
48 d
58 d

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RCC Structures Design
Steel bars are generally connected together to get greater length than the standard length by providing

All listed here
Straight bar splice
Hooked splice
Dowel splice

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RCC Structures Design
Distribution reinforcement in a simply supported slab, is provided to distribute

Shrinkage stress
Temperature stress
All listed here
Load

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