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RCC Structures Design

RCC Structures Design
For normal cases, stiffness of a simply supported beam is satisfied if the ratio of its span to its overall depth does not exceed

15
20
10
25

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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

300 cm
100 cm
150 cm
200 cm

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RCC Structures Design
The weight of reinforced concrete, is generally taken as

2500 kg/m³
2200 kg/m³
2300 kg/m³
2400 kg/m³

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RCC Structures Design
Total pressure on the vertical face of a retaining wall of height h acts parallel to free surface and from the base at a distance of

2h/3
h/2
h/3
h/4

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

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

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RCC Structures Design
The width of the rib of a T-beam, is generally kept between

1/2 to 3/4 of rib depth
1/3 to 2/3 of rib depth
1/3 to 1/2 of rib depth
1/7 to 1/3 of rib depth

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