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RCC Structures Design

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

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

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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

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

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

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

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RCC Structures Design
If W is total load per unit area on a panel, D is the diameter of the column head, L is the span in two directions, then the sum of the maximum positive bending moment and average of the negative bending moment for the design of the span of a square flat slab, should not be less than

WL/10 (L - 2D/3)²
WL/12 (L - 2D/3)²
WL/10 (L + 2D/3)²
WL/12 (L - D/3)²

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RCC Structures Design
After pre-stressing process is completed, a loss of stress is due to

Elastic shortening of concrete
Shrinkage of concrete
All of the listed here
Creep of concrete

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RCC Structures Design
A singly reinforced concrete beam of 25 cm width and 70 cm effective depth is provided with 18.75 cm² steel. If the modular ratio (m) is 15, the depth of the neutral axis, is

20 cm
25 cm
30 cm
35 cm

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