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RCC Structures Design

RCC Structures Design
Design of R.C.C. simply supported beams carrying U.D.L. is based on the resultant B.M. at

Every section
Mid span
Supports
Quarter span

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RCC Structures Design
The minimum thickness of the cover at the end of a reinforcing bar should not be less than twice the diameter of the bar subject to a minimum of

15 mm
10 mm
25 mm
20 mm

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RCC Structures Design
Total pressure on the vertical face of a retaining wall of height h acts parallel to free surface and from the base at a distance of

h/2
2h/3
h/3
h/4

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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
175 kg/cm²
250 kg/cm²
100 kg/cm²

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RCC Structures Design
A raft foundation is provided if its area exceeds the plan area of the building by

40 %
50 %
20 %
10 %

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RCC Structures Design
If the diameter of the main reinforcement in a slab is 16 mm, the concrete cover to main bars is

14 mm
10 mm
16 mm
12 mm

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