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RCC Structures Design

RCC Structures Design
The maximum diameter of a bar used in a ribbed slab, is

20 mm
6 mm
12 mm
22 mm

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RCC Structures Design
If depth of slab is 10 cm, width of web 30 cm, depth of web 50 cm, centre to centre distance of beams 3 m, effective span of beams 6 m, the effective flange width of the beam, is

150 cm
200 cm
300 cm
100 cm

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RCC Structures Design
If T and R are the tread and rise of a stair which carries a load w per square metre on slope, the corresponding load per square metre of the horizontal area, is

w (R/T)
w √(R² + T²)/T
w √(R + T)/T
w (R + T)/T

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RCC Structures Design
The diameter of transverse reinforcement of columns should be equal to one-fourth of the diameter of the main steel rods but not less than

7 mm
6 mm
4 mm
5 mm

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RCC Structures Design
If permissible working stresses in steel and concrete are respectively 1400 kg/cm² and 80 kg/cm² and modular ratio is 18, in a beam reinforced in tension side and of width 30 cm and having effective depth 46 cm, the lever arms of the section, is

37 cm
40 cm
39 cm
38 cm

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RCC Structures Design
If diameter of a reinforcement bar is d, the anchorage value of the hook is

12d
8d
16d
4d

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