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RCC Structures Design

RCC Structures Design
The maximum ratio of span to depth of a slab simply supported and spanning in one direction, is

30
25
20
35

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

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RCC Structures Design
Lapped splices in tensile reinforcement are generally not used for bars of size larger than

24 mm diameter
36 mm diameter
18 mm diameter
30 mm diameter

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

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

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RCC Structures Design
The minimum head room over a stair must be

210 cm
230 cm
200 cm
205 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

300 cm
236 cm
233 cm
176 cm

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