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RCC Structures Design

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

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

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RCC Structures Design
Side face reinforcement shall be provided in the beam when depth of the web in a beam exceeds

100 cm
50 cm
120 cm
75 cm

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RCC Structures Design
An R.C.C. column of 30 cm diameter is reinforced with 6 bars 12 mm φ placed symmetrically along the circumference. If it carries a load of 40,000 kg axially, the stress is

49.9 kg/cm²
100 kg/cm²
175 kg/cm²
250 kg/cm²

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RCC Structures Design
The maximum ratio of span to depth of a slab simply supported and spanning in one direction, is

20
35
25
30

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RCC Structures Design
Minimum spacing between horizontal parallel reinforcement of different sizes, should not be less than

None of these
Twice the diameter of thinner bar
One diameter of thicker bar
One diameter of thinner bar

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RCC Structures Design
The system in which high tensile alloy steel bars (silica manganese steel) are used as pre-stressing tendons, is known as

Freyssinet system
Lee-McCall system
Magnel-Blaton system
C.L. standard system

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