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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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
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