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RCC Structures Design

RCC Structures Design
The shear reinforcement in R.C.C. is provided to resist

Diagonal tension
Horizontal shear
Diagonal compression
Vertical shear

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RCC Structures Design
The minimum cube strength of concrete used for a pre-stressed member, is

50 kg/cm²
350 kg/cm²
250 kg/cm²
150 kg/cm²

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RCC Structures Design
The minimum number of main steel bars provided in R.C.C.

Circular columns is 6
Rectangular columns is 4
Octagonal columns is 8
All listed here

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

Five times
Four times
Six times
Three times

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RCC Structures Design
For a continuous floor slab supported on beams, the ratio of end span length and intermediate span length, is

0.6
0.9
0.8
0.7

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RCC Structures Design
The design of a retaining wall assumes that the retained earth

All listed here
Is free from moisture
Is dry
Is not cohesive

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