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RCC Structures Design

RCC Structures Design
According to I.S. : 456 specifications, the safe diagonal tensile stress for M 150 grade concrete, is

5 kg/cm²
15 kg/cm²
20 kg/cm²
10 kg/cm²

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RCC Structures Design
An R.C.C. beam of 25 cm width and 50 cm effective depth has a clear span of 6 meters and carries a U.D.L. of 3000 kg/m inclusive of its self weight. If the lever arm constant for the section is 0.865, the maximum intensity of shear stress, is

21.5 kg/cm²
8.3 kg/cm²
7.6 kg/cm²
21.5 kg/cm²

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RCC Structures Design
On an absolutely rigid foundation base, the pressure will

Be uniform
Be zero at the centre of the foundation
Be more at the edges of the foundation
Not be uniform

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RCC Structures Design
In the zone of R.C.C. beam where shear stress is less than 5 kg/cm², nominal reinforcement is provided at a pitch of

Lever arm of the section
One and half lever arm of the section
One-third lever arm of the section
One-half lever arm of the section

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

4 %
0.15 %
1
6

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

30
56
50
40

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