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RCC Structures Design

RCC Structures Design
The maximum area of tension reinforcement in beams shall not exceed

1
4 %
6
0.15 %

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RCC Structures Design
If W is the load on a circular slab of radius R, the maximum circumferential moment at the centre of the slab, is

3WR²/16
Zero
WR²/16
2WR²/16

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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

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

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RCC Structures Design
For the design of a simply supported T-beam the ratio of the effective span to the overall depth of the beam is limited to

20
10
25
15

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

30
40
50
35

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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
250 kg/cm²
175 kg/cm²

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