16.00

1515

3.701515

3.701515

5.701515

1.85

15.5

02.

351515

6.20

15 153.

701515

2.35

D10.20

D20.20

D30.20

D40.20

D50.20

D60.20

D70.20

D80.20

IND CODE

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Plate1...8Level ±0,00

Page 1/5

Max. aggregate diameter : 20mmExposure class : mildConsistence : S1

Bottom cover 5 cmTop cover 5 cm

View scale 1/125

Concrete : M 30 = 38.5 m3 Steel : B500B = 3950 kg

16.00

153.70

1515

3.701515

5.701515

1.85

15.5

02.

351515

6.20

15 153.

701515

2.35

310Ø

l=2.90e=13

3Ø10l=2.90e=13

310Ø

l=2.90e=13

4Ø8l=3.90e=11

14Ø10l=3.68e=13

14Ø10l=3.68e=13

15Ø8l=3.34e=11

15Ø8l=3.34e=11

15Ø8l=3.34e=11

15Ø8l=3.34e=11

16Ø8l=3.54e=11

16Ø8l=3.54e=11

16Ø8l=3.54e=11

16Ø8l=3.54e=11

18Ø8l=4.73e=15

218Ø

l=3.79e=10

218Ø

l=3.79e=10

238Ø

l=3.59e=11

238Ø

l=3.59e=11

258Ø

l=4.31e=15

3210Ø

l=4.91e=13 32

Ø10l=4.91e=1333

10Øl=4.40e=13

368Ø

l=4.34e=11

36Ø8l=4.34e=11

39 Ø10l=2.40

40Ø8l=5.13e=11

40Ø8l=5.13e=11

43Ø8l=2.31e=15

45Ø8l=5.15e=10

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Plate1...8Level ±0,00

Page 2/5

Max. aggregate diameter : 20mmExposure class : mildConsistence : S1

Bottom cover 5 cmTop cover 5 cm

View scale 1/125

Concrete : M 30 = 38.5 m3 Steel : B500B = 3950 kg

16.00

153.70

1515

3.701515

5.701515

1.85

15.5

02.

351515

6.20

15 153.

701515

2.35

110Ø

l=2.90e=15

210Ø

l=1.91e=5*

2Ø10l=1.91e=5*

210Ø

l=1.91e=5*

210Ø

l=1.91e=5*

5Ø8l=1.71e=14

6Ø8l=3.90e=14

6Ø8l=3.90e=14

8Ø10l=4.62e=15

8Ø10l=4.62e=15

9Ø10l=4.93e=15

10Ø8l=81e=14

10Ø8l=81e=14

11Ø8l=1.23e=14

128Ø

l=1.73e=12

12Ø8l=1.73e=14

128Ø

l=1.73e=12

128Ø

l=1.73e=12

13Ø8l=3.51*e=14

13Ø8l=3.51*e=14

17Ø8l=3.87e=14

178Ø

l=3.87e=12

178Ø

l=3.87e=12

178Ø

l=3.87e=14

1910Ø

l=4.91e=15

19Ø10l=4.91e=15*

20Ø10l=1.41e=5*

2010Ø

l=1.41e=5*

20Ø10l=1.41e=14

2010Ø

l=1.41e=14

228Ø

l=3.66e=12

228Ø

l=3.66e=12

24Ø10l=4.40e=15

24Ø10l=4.40e=14

24Ø10l=4.40e=15

24Ø10l=4.40e=14

24Ø10l=4.40e=14

27Ø8l=4.95*e=14

27Ø8l=4.95*e=14

28Ø8l=4.22e=14

29Ø8l=5.21*e=14

31Ø10l=2.90e=5*

3410Ø

l=3.77e=15

3410Ø

l=3.77e=15

35 Ø10l=1.4037

Ø8l=5.20e=14

37Ø8l=5.20e=14

38 Ø10l=2.40 41

Ø10l=2.40e=15

42Ø8l=5.15e=6

44 Ø10l=90

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Plate1...8Level ±0,00

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Max. aggregate diameter : 20mmExposure class : mildConsistence : S1

Bottom cover 5 cmTop cover 5 cm

View scale 1/125

Concrete : M 30 = 38.5 m3 Steel : B500B = 3950 kg

1 Ø10 l=2.90 B500B2.90 26

Pos. Reinforcement Shape Steel Number

2 Ø10 l=1.91 B500B1.91 172

3 Ø10 l=2.90 B500B2.90 106

4 Ø8 l=3.90 B500B3.90 23

5 Ø8 l=1.71 B500B1.71 7

6 Ø8 l=3.90 B500B3.90 18

8 Ø10 l=4.62 B500B4.62 78

9 Ø10 l=4.93 B500B4.93 39

10 Ø8 l=81 B500B81 10

11 Ø8 l=1.23 B500B1.22 37

12 Ø8 l=1.73 B500B1.72 146

13 Ø8 l=3.51* B500B3.41 92

14 Ø10 l=3.68 B500B3.68 92

15 Ø8 l=3.34 B500B3.34 94

16 Ø8 l=3.54 B500B3.54 96

17 Ø8 l=3.87 B500B3.87 118

18 Ø8 l=4.73 B500B4.72 43

19 Ø10 l=4.91 B500B4.91 43

20 Ø10 l=1.41 B500B1.41 89

21 Ø8 l=3.79 B500B3.79 80

22 Ø8 l=3.66 B500B3.66 66

Pos. Reinforcement Shape Steel Number

23 Ø8 l=3.59 B500B3.59 72

24 Ø10 l=4.40 B500B4.40 74

25 Ø8 l=4.31 B500B4.31 43

27 Ø8 l=4.95* B500B4.89 58

28 Ø8 l=4.22 B500B4.22 21

29 Ø8 l=5.21* B500B5.28 29

31 Ø10 l=2.90 B500B2.90 114

32 Ø10 l=4.91 B500B4.91 76

33 Ø10 l=4.40 B500B4.40 31

34 Ø10 l=3.77 B500B3.77 52

35 Ø10 l=1.40 B500B1.40 1

36 Ø8 l=4.34 B500B4.34 72

37 Ø8 l=5.20 B500B5.20 34

38 Ø10 l=2.40 B500B2.40 1

39 Ø10 l=2.40 B500B2.40 1

40 Ø8 l=5.13 B500B5.13 46

41 Ø10 l=2.40 B500B2.40 34

42 Ø8 l=5.15 B500B5.15 33

43 Ø8 l=2.31 B500B2.31 35

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REINFORCEMENT QUANTITY SURVEY

Concrete : M 30 = 38.5 m3 Steel : B500B = 3950 kg

44 Ø10 l=90 B500B90 1

Pos. Reinforcement Shape Steel Number

45 Ø8 l=5.15 B500B5.15 20

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REINFORCEMENT QUANTITY SURVEY

Concrete : M 30 = 38.5 m3 Steel : B500B = 3950 kg