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RCC Structures Design

RCC Structures Design
The pitch of the main bars in a simply supported slab, should not exceed its effective depth by

Six times
Three times
Four times
Five times

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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

Economic section
Critical section
Over reinforced section
Under-reinforced section

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RCC Structures Design
An R.C.C. column is treated as long if its slenderness ratio is greater than

35
40
50
30

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RCC Structures Design
In case the factor of safety against sliding is less than 1.5, a portion of slab is constructed downwards at the end of the heel slab, which is known as

All listed here
A key
A rib
A cut-off wall

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RCC Structures Design
If permissible working stresses in steel and concrete are respectively 1400 kg/cm² and 80 kg/cm² and modular ratio is 18, in a beam reinforced in tension side and of width 30 cm and having effective depth 46 cm, the lever arms of the section, is

40 cm
39 cm
38 cm
37 cm

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RCC Structures Design
If diameter of a reinforcement bar is d, the anchorage value of the hook is

4d
12d
16d
8d

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