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RCC Structures Design

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

50
56
40
30

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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
The minimum head room over a stair must be

200 cm
205 cm
210 cm
230 cm

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RCC Structures Design
In a slab, the pitch of the main reinforcement should not exceed its effective depth

Three times
Four times
Five times
Two times

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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

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

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RCC Structures Design
A short column 20 cm × 20 cm in section is reinforced with 4 bars whose area of cross section is 20 sq. cm. If permissible compressive stresses in concrete and steel are 40 kg/cm² and 300 kg/cm², the Safe load on the column, should not exceed

None of these
4,120 kg
41,200 kg
412,000 kg

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