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RCC Structures Design

RCC Structures Design
The thickness of the topping of a ribbed slab, varies between

5 cm to 8 cm
3 cm to 5 cm
12 cm to 15 cm
8 cm to 10 cm

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RCC Structures Design
An intermediate T-beam reinforced with two layers of tensile steel with clear cover 13 cm encased with the floor of a hall 12 meters by 7 meters, is spaced at 3 meters from adjoining beams and if the width of the beam is 20 cm, the breadth of the flange is

233 cm
176 cm
300 cm
236 cm

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RCC Structures Design
The minimum clear cover for R.C.C. columns shall be

Smaller of 40 mm or diameter
Greater of 40 mm or diameter
Smaller of 25 mm or diameter
Greater of 25 mm or diameter

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

40
50
30
35

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RCC Structures Design
If T and R are tread and rise respectively of a stair, then

R + 2T= 30
2R + T = 30
2R + T = 60
R + 2T = 60

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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
21.5 kg/cm²
7.6 kg/cm²
21.5 kg/cm²

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