Document · PDF

06. Constructieberekening -3D vakwerkberekening, ontvangen op 09-07-2024

1a.Commissie Ruimte Beeldvormend 14 januari 2025, gemeente aalsmeerBij agendapunt: Bindend advies gemeenteraad voor de zendmast aan de Braziliëlaan nabij 6A in Aalsmeer43.911 woorden

Open het PDF bij de gemeente ↗Naar de vergadering →

Tekst van het document

Uit het bestand gehaald, zonder opmaak, tabellen en afbeeldingen · deel 2 van 3

-0.233e-03 0.003e-03

B.G.2

0.0788

-0.0004

0.0050

0.015e-03

-6.188e-03

0.407e-03

B.G.3

-0.0001

-0.0873

-0.0032

6.878e-03

-0.017e-03

0.064e-03

B.G.1

0.0000

0.0002

-0.001e-03

-0.000e-03

0.003e-03

B.G.2

0.0778

0.0000

0.002e-03

-6.192e-03

0.171e-03

B.G.3

0.0001

-0.0875

0.0063

6.842e-03

-0.035e-03

-0.082e-03

Knoop

B.G.

K58

B.G.1

0.0000

0.0002

0.000e-03

-0.000e-03

0.003e-03

B.G.2

0.0864

0.0005

-0.0051

-0.044e-03

-6.553e-03

0.449e-03

B.G.3

0.0000

-0.0959

-0.0033

7.266e-03

0.006e-03

-0.237e-03

K59

K60

K61

K62

K63

K64

K65

K66

K67

K68

K69

K70

K71

K72

B.G.1

0.0000

0.0002

-0.000e-03

0.000e-03

0.003e-03

B.G.2

0.0864

-0.0005

0.0051

0.021e-03

-6.558e-03

0.448e-03

B.G.3

-0.0001

-0.0958

-0.0032

7.247e-03

-0.029e-03

0.045e-03

B.G.1

0.0000

0.0002

-0.000e-03

0.003e-03

B.G.2

0.0854

0.0000

-0.014e-03

-6.554e-03

0.224e-03

B.G.3

0.0001

-0.0960

0.0065

7.226e-03

-0.019e-03

-0.096e-03

B.G.1

0.0000

0.0002

0.000e-03

-0.000e-03

0.003e-03

B.G.2

0.0944

0.0005

-0.0052

-0.026e-03

-6.896e-03

0.489e-03 -0.240e-03

B.G.3

0.0000

-0.1049

-0.0033

7.626e-03

0.008e-03

B.G.1

0.0000

0.0002

-0.000e-03

0.000e-03

0.003e-03

B.G.2

0.0945

-0.0005

0.0052

0.019e-03

-6.899e-03

0.490e-03

B.G.3

0.0000

-0.1047

-0.0033

7.608e-03

-0.011e-03

0.023e-03

B.G.1

0.0000

0.0002

-0.000e-03

0.003e-03

B.G.2

0.0935

0.0000

-0.006e-03

-6.888e-03

0.281e-03

B.G.3

0.0001

-0.1049

0.0066

7.601e-03

-0.012e-03

-0.107e-03

B.G.1

0.0000

0.0002

0.000e-03

-0.000e-03

0.004e-03

B.G.2

0.1030

0.0005

-0.0052

-0.023e-03

-7.211e-03

0.530e-03 -0.239e-03

B.G.3

0.0000

-0.1142

-0.0033

7.964e-03

0.006e-03

B.G.1

0.0000

0.0002

0.000e-03

0.004e-03

B.G.2

0.1029

-0.0005

0.0052

0.015e-03

-7.213e-03

0.528e-03

B.G.3

-0.0001

-0.1141

-0.0033

7.945e-03

-0.010e-03

-0.001e-03

B.G.1

0.0000

0.0002

-0.000e-03

0.004e-03

B.G.2

0.1020

0.0000

-0.006e-03

-7.203e-03

0.340e-03

B.G.3

0.0001

-0.1142

0.0066

7.940e-03

-0.013e-03

-0.120e-03

B.G.1

0.0000

0.0002

0.000e-03

-0.000e-03

0.004e-03

B.G.2

0.1117

0.0005

-0.0052

-0.025e-03

-7.484e-03

0.567e-03 -0.237e-03

B.G.3

0.0000

-0.1240

-0.0033

8.260e-03

0.015e-03

B.G.1

0.0000

0.0002

0.000e-03

0.004e-03

B.G.2

0.1118

-0.0005

0.0052

0.018e-03

-7.485e-03

0.567e-03

B.G.3

0.0000

-0.1238

-0.0033

8.245e-03

-0.012e-03

-0.027e-03

B.G.1

0.0000

0.0002

-0.000e-03

0.000e-03

0.004e-03

B.G.2

0.1108

0.0000

-0.005e-03

-7.488e-03

0.401e-03

B.G.3

0.0001

-0.1239

0.0066

8.229e-03

-0.013e-03

-0.131e-03

B.G.1

0.0000

0.0002

0.000e-03

-0.000e-03

0.005e-03

B.G.2

0.1209

0.0005

-0.0052

-0.023e-03

-7.724e-03

0.606e-03 -0.234e-03

B.G.3

0.0000

-0.1340

-0.0033

8.518e-03

0.011e-03

B.G.1

0.0000

0.0002

0.000e-03

0.005e-03

B.G.2

0.1209

-0.0005

0.0052

0.013e-03

-7.726e-03

0.605e-03

B.G.3

-0.0001

-0.1339

-0.0033

8.499e-03

-0.016e-03

-0.054e-03

B.G.1

0.0000

0.0002

-0.000e-03

0.000e-03

0.005e-03

B.G.2

0.1200

0.0000

-0.005e-03

-7.729e-03

0.463e-03

Projectnaam Omschrijving Opdrachtgever

K73

K74

VFZ 40m 3000- 1200

Projectnummer Constructeur Eenheden

Ing. A. Azaroual m, kN, kNm

B.G.3

0.0002

-0.1340

0.0066

8.484e-03

-0.017e-03

B.G.1

0.0000

0.0002

0.000e-03

-0.143e-03 0.005e-03

B.G.2

0.1302

0.0005

-0.0051

-0.022e-03

-7.934e-03

0.643e-03 -0.232e-03

B.G.3

0.0000

-0.1444

-0.0032

8.721e-03

-0.013e-03

B.G.1

0.0000

0.0002

-0.001e-03

0.000e-03

0.005e-03

B.G.2

0.1303

-0.0004

0.0051

-0.013e-03

-7.931e-03

0.643e-03

B.G.3

0.0000

-0.1442

-0.0032

8.703e-03

-0.013e-03

-0.081e-03

B.G.1

0.0000

0.0002

0.000e-03

-0.001e-03

0.005e-03

B.G.2

0.1294

0.0001

0.0000

-0.013e-03

-7.924e-03

0.526e-03

B.G.3

0.0002

-0.1443

0.0064

8.713e-03

-0.032e-03

-0.154e-03

K76

B.G.1

0.0000

0.0003

0.001e-03

-0.000e-03

0.005e-03

K75

Knoop

B.G.

K76

B.G.2

0.1399

0.0005

-0.0049

-0.025e-03

-8.088e-03

0.680e-03

B.G.3

0.0000

-0.1549

-0.0032

8.852e-03

0.003e-03

-0.230e-03

K77

B.G.1

0.0000

0.0003

-0.001e-03

0.001e-03

0.005e-03

B.G.2

0.1398

-0.0004

0.0050

-0.016e-03

-8.061e-03

0.680e-03

K78

K79

K80

K81

K82

K83

K84

K85

K86

K87

K88

K89

B.G.3

0.0000

-0.1548

-0.0031

8.865e-03

0.007e-03

-0.108e-03

B.G.1

0.0000

0.0003

-0.001e-03

0.005e-03

B.G.2

0.1390

0.0000

-0.008e-03

-8.085e-03

0.589e-03

B.G.3

0.0002

-0.1548

0.0063

8.867e-03

-0.036e-03

-0.166e-03

B.G.1

0.0000

0.0003

0.001e-03

-0.002e-03

0.006e-03

B.G.2

0.1496

0.0005

-0.0048

-0.002e-03

-8.175e-03

0.717e-03 -0.225e-03

B.G.3

0.0000

-0.1657

-0.0030

9.009e-03

0.053e-03

B.G.1

0.0000

0.0003

0.001e-03

0.002e-03

0.006e-03

B.G.2

0.1496

-0.0004

0.0048

0.050e-03

-8.174e-03

0.715e-03

B.G.3

0.0000

-0.1654

-0.0030

8.992e-03

-0.002e-03

-0.136e-03

B.G.1

0.0000

0.0003

-0.003e-03

-0.000e-03

0.006e-03

B.G.2

0.1488

0.0001

0.0000

0.038e-03

-8.230e-03

0.652e-03

B.G.3

0.0002

-0.1655

0.0061

8.944e-03

0.022e-03

-0.179e-03

B.G.1

0.0000

0.0003

-0.002e-03

0.000e-03

0.006e-03

B.G.2

0.1579

0.0005

-0.0048

-0.021e-03

-8.316e-03

0.718e-03 -0.218e-03

B.G.3

-0.0001

-0.1748

-0.0031

9.473e-03

-0.032e-03

B.G.1

0.0000

0.0003

0.001e-03

-0.002e-03

0.006e-03

B.G.2

0.1579

-0.0005

0.0048

0.106e-03

-8.569e-03

0.714e-03

B.G.3

0.0000

-0.1746

-0.0031

9.212e-03

-0.192e-03

-0.148e-03

B.G.1

0.0000

0.0003

0.001e-03

0.006e-03

B.G.2

0.1572

0.0000

-0.203e-03

-8.618e-03

0.667e-03

B.G.3

0.0001

-0.1746

0.0061

9.219e-03

0.136e-03

-0.182e-03

B.G.1

0.0000

0.0003

0.001e-03

0.000e-03

0.006e-03

B.G.2

0.1662

0.0006

-0.0049

-0.085e-03

-8.389e-03

0.717e-03 -0.211e-03

B.G.3

0.0000

-0.1843

-0.0031

9.130e-03

0.095e-03

B.G.1

0.0000

0.0003

-0.001e-03

0.001e-03

0.006e-03

B.G.2

0.1665

-0.0005

0.0049

0.011e-03

-8.264e-03

0.715e-03

B.G.3

0.0003

-0.1838

-0.0031

9.269e-03

-0.019e-03

-0.160e-03

B.G.1

0.0000

0.0003

-0.000e-03

-0.001e-03

0.006e-03

B.G.2

0.1659

0.0003

0.0000

0.088e-03

-8.456e-03

0.681e-03

B.G.3

0.0000

-0.1838

0.0062

9.103e-03

-0.083e-03

-0.185e-03

B.G.1

0.0000

0.0003

-0.000e-03

0.001e-03

0.006e-03

B.G.2

0.1746

0.0006

-0.0049

0.032e-03

-8.207e-03

0.714e-03

B.G.3

-0.0002

-0.1930

-0.0031

8.617e-03

0.056e-03

-0.209e-03

B.G.1

0.0000

0.0003

-0.001e-03

-0.000e-03

0.006e-03

B.G.2

0.1744

-0.0005

0.0049

-0.111e-03

-7.925e-03

0.721e-03

Projectnaam Omschrijving Opdrachtgever

K90

K91

K92

K93

VFZ 40m 3000- 1200

Projectnummer Constructeur Eenheden

Ing. A. Azaroual m, kN, kNm

B.G.3

0.0000

-0.1930

-0.0031

8.918e-03

0.210e-03

-0.173e-03

B.G.1

0.0000

0.0003

0.001e-03

-0.000e-03

0.006e-03

B.G.2

0.1740

-0.0001

0.0000

0.228e-03

-7.904e-03

0.693e-03

B.G.3

0.0003

-0.1928

0.0062

8.879e-03

-0.140e-03

-0.183e-03

B.G.1

0.0000

0.0003

0.001e-03

-0.004e-03

0.007e-03

B.G.2

0.1826

0.0005

-0.0049

0.144e-03

-7.832e-03

0.716e-03

B.G.3

0.0000

-0.2018

-0.0031

8.822e-03

-0.387e-03

-0.207e-03

B.G.1

0.0000

0.0003

0.003e-03

0.007e-03

B.G.2

0.1826

-0.0004

0.0049

-0.137e-03

-8.210e-03

0.724e-03

B.G.3

0.0000

-0.2016

-0.0031

8.402e-03

-0.082e-03

-0.181e-03

B.G.1

0.0000

0.0003

-0.004e-03

0.001e-03

0.007e-03

B.G.2

0.1818

0.0001

0.0000

-0.357e-03

-7.752e-03

0.704e-03

B.G.3

0.0002

-0.2017

0.0062

8.917e-03

0.108e-03

-0.185e-03

rad

B.G. OPLEGREACTIES B.G.

Oplegging

Knoop

B.G.1 B.G.1 B.G.1

O1 O2 O3

K1 K2 K3

0.44 -0.44 0.00

-0.25 -0.26 0.51

-16.54 -16.54 -16.54

0.00 0.00 0.00

0.00 0.00

-49.62 49.62

K1 K2 K3

-34.21 -15.01 -4.40

6.11 -15.48 9.37

420.27 -420.27 0.00

0.00 0.00 0.00

0.08 0.08 -0.07

K1 K2 K3

-53.62 53.62 -6.76 18.59 -11.83

0.00 0.00 2.89 23.23 35.20

0.00 0.00 272.32 272.32 -544.63

0.00 0.00 0.00

-0.10 0.09 -0.01

0.00 0.00 kN

61.33 -61.33 kN

0.00 0.00 kN

kNm

Som Reacties Som Lasten B.G.2 B.G.2 B.G.2

O1 O2 O3

B.G.3 B.G.3 B.G.3

Som Reacties Som Lasten O1 O2 O3

Som Reacties Som Lasten -

0 S5

S49

6 S4

K26 S4

K22 onbebouwd K24 Windgebied Omgeving : I

S47

S45

12.00

K27

VFZ

K23

Bijlage K21 2:

K20

S43

2 S4

S39

0 S4

S41

4 S4

6.00

1.2 16-08-23 ing. A. Azaroual

Rev. Date Auteur

Construction Calculations

K19

S54

K25

8 S3

S37

S33

K16

S3 6

K18

S35

Controle sterkte

K17

Sectie 1:

K15

K14

6.00

S13

K5 S 6

S11

-0.00

S1 4

S19

S15

S17

Blad 29

K11

6 S1

S2 6

S21

K12

S2 4

S23

K10

S25

S27

S32

6.00

K13

S30

VFZ

S67

S63

S6 2

S55

S52

8 S3

4 S3

S37

S43

S39 2

S2 6

S32

S19

S13

S11

S1 2

S1 4

S33

S5 0

S49

6 S4

S45

12.00

S61

S5 8

S57

6.00

S27 S2

S25

K11

S17

K12

S1 0

S23

S30

S15

S35 K14

K15

K17

S21

2 S3 6

K10

K20

S41

K21

6.00

K23

K18

K13

S47

S4 8

8 S2

S54

K26

4 S4

6.00

S59

3 S5

K16

1.2 16-08-23 ing. A. Azaroual

K29

K24

S65

6 S6

8 S6

K27

K19

K25

Blad 30

Rev. Date Engineer K32

K30

K22

6.00

K35

Construction Calculations K31 K33

K28

Windgebied onbebouwdS Omgeving : I

Sectie 2:

S7 4

S73

S69

S7 0

K36

S71

K34

S98 S91

S93 S87

6.00

S8 6

S85

S8 2

S80

S73

S7 0

S69

S67

S63

S61

8 S5

S57

S6 2

S81 S75

S4 6

S5 0

K24

8 K23

S4 K20

K21

S41

S47

S49

S55

K26

S43

18.00

S52

3 S5

K27

S54

S45

K29

S39

S59

S6 0

12.00

K32

K30

S65

6 S6

6.00

S71

K35

K33

S78

S7 2

6.00

S83

S7 K38

K25

K19

K39

K28

Blad 31

K41

K36

K31

K22

S8 4

K37

S89

1.2 16-08-23 ing. A. Azaroual

Date Engineer

K42

K34

Rev. K44

Construction Calculations

K40

0 S9

Windgebied K43onbebouwdK45 Omgeving : I

Sectie 3:

8 S8

K47

2 S9

VFZ

K48

S95

K46

S9 6

S1 22

S12

S1 18 S121

S12

S117

S1 10

S9 7

S98

S9 4

S103

S99

S93

S91

S87

S8 6

S8 2

S81

S85

S7 4

24.00

S115

S111

6.00

S105

S1 06 S109

S80

S73

S7 2 K35

K32

S65

S67

K38

S71

S7 0

K41

S78

S75

S8 4

S83

S69

S89

S63

S95

18.00

S101

6.00

S107

.00

S113

K44

6 S6

K33

1.2 16-08-23 ing. A. Azaroual

K47

7 S7

K39

K36

S119

K42

8 S6

K31

K45

4 S6

S9 6

0 S9

K34

02 S1

K37

Blad 32

K48

K50

9 S7

K51

6 S7

K53

2 S9

K40

S1 08

K54

8 S8

K43

K56

04 S1

K46

Rev. Date Engineer

K57

00 1 S

K49

K59

14 S1

K52

S1 20

16 S1

12 1 S Construction Calculations K55

K62

K60

Windgebied onbebouwd Omgeving : I

Sectie 4:

K63

S126

K58 VFZ

K61

S1 46

S151

S1 42 S145

S147 S141

6.00

S1 44

K72

Rev. K71 Date

S139

30 S133

K63

S1 K60

S1 10

S115

K54

S98

K50

K48

S95

K51

S103

S99

K53

S101

K46

S1 08

02 S1

00 1 S

K49

K56

S107

06 S109

K57

S113

K52

K59

14 S1

K55

S1 20

S119

K58

12 1 S

S93

K62

S127

K61

18 S121

S129

23 1 S

S126

S117

K65

S111

K66

S105

K64

S124

30.00

S131

04 S1

24.00

K68

16 S1

6.00

K69

1.2 16-08-23 ing. A.Azaroual

S137

38 S1

K67

K47

Blad 33

S91

S89

0 S9

S87

36 1 S

Engineer

S135

Construction Calculations

Sectie 5:

S143

K74

S149

K75

VFZ

Windgebied onbebouwd K70 Omgeving : I

50 S1

K73

52 S1

48 1 S

K90

K89

S175

S177

Rev. K86 Date Engineer

K83

S151

S147

46 S1

S145

42 S1

S139

S1 34

S133

30 8

K63

S126

S127

K65

K62

S141 S135

S131

S129

S137

38 S1

S124

S143 S1

40 K68

K66

23 1 S

S149

K71

K69

K64

S1 44

K67

50 S1

K74

K72

36 1 S

K77

K75

K70

K73

30.00

58 K78

48 1 S

K61

S162 K80

S157

S159 S1 K81

S155

S165

61 1 S

K76

6.00

72 S169

68 S171

S167 S160

K84

64 S1

S153

K82

66 S1

36.00

K79

1.2 16-08-23 ing. A.Azaroual

S163

4.00

K87

Construction Calculations

Blad 34

76 S1

78 S1

74 1 S

Windgebied onbebouwd K85 Omgeving : I

Sectie 6:

84 S182

79 S183

S1 K88

S173

S180

VFZ

VFZ Windgebied onbebouwd Omgeving : I

Construction Calculations

Rev. Date Engineer

K91

S185 S2 K93

1.2 16-08-23 ing. A.Azaroual

S177

S182

S169

S171 S165

S157

S1 58 K78

S163

S1 68

S1 72

S173 S167 S160 S1 54

S159 S1 K81

K83

S162 K80

S1 56

S155

S153

S1 70

64 S1

66 S1

36.00

K86

K84

61 1 S

76 S1

4.00

K89

K87

K82

K76

78 S1

K85

Blad 35

S1 81

K90

74 1 S

K79

S186 K92

S175

K88

S1 84

S183

S1 79

S180

40.00

Sectie 7:

K77

Projectnaam Omschrijving Opdrachtgever

VFZ Controle sterkte

Projectnummer Constructeur Eenheden

Ing. A. Azaroual m, kN, kNm

CONSTRUCTIEGEGEVENS Projecttype

Knopen

Staven

Opleggingen

Profielen

Bel.gev.

Bel.comb.

186

Iz Materiaal

Hoek

3D-Raamwerk

PROFIELEN Profiel

Profielnaam

Oppervlakte

P1 P2 P5 P6 P9 P10 P15 P16 -

B219x10 B88.9x3.2 B168.3x8 B82.5x3.2 B139.7x5 B60.3x2.9 B114.3x5 B48.3x2.6 -

6.5659e-03 8.6155e-04 4.0288e-03 7.9721e-04 2.1159e-03 5.2295e-04 1.7169e-03 3.7328e-04 m2

7.1866e-05 1.5841e-06 2.5945e-05 1.2554e-06 9.6108e-06 4.3185e-07 5.1384e-06 1.9553e-07 m4

3.5933e-05 7.9206e-07 1.2973e-05 6.2768e-07 4.8054e-06 2.1592e-07 2.5692e-06 9.7765e-08 m4

3.5933e-05 S355 7.9206e-07 S235 1.2973e-05 S355 6.2768e-07 S235 4.8054e-06 S355 2.1592e-07 S235 2.5692e-06 S355 9.7765e-08 S235 m4 -

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 °

PROFIELVORMEN Profiel

Verl. h.

P1 P2 P5 P6 P9 P10 P15 P16 -

Nee Nee Nee Nee Nee Nee Nee Nee -

tf2

0,219 0,089 0,168 0,083 0,140 0,060 0,114 0,048 m

0,0100 0,0032 0,0080 0,0032 0,0050 0,0029 0,0050 0,0026 m

0,0000 0,0000 0,0000 0,0000 0,0000 0,0000 0,0000 0,0000 m

0,219 0,089 0,168 0,083 0,140 0,060 0,114 0,048 m

0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 m

bR Raatl.

Hoogte

0,000 Nee 0,000 Nee 0,000 Nee 0,000 Nee 0,000 Nee 0,000 Nee 0,000 Nee 0,000 Nee m -

0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 m

MATERIALEN Materiaalnaam

Poison

Dichtheid

E-Modulus

Uitzettingcoeff

0.30 0.30 -

78.50 78.50 kN/m3

2.1000e+08 2.1000e+08 kN/m2

12.0000e-06 12.0000e-06 C°m

S235 S355 -

OPLEGGINGEN Oplegging O1 O2

Object K1 K2

O3 -

K3 -

Positie 0.000 0.000

Vast Vast

Z Vast Vast

Xr Vast Vast

Yr Vast Vast

Zr Vast Vast

HoekXr 0 0

HoekYr 0 0

HoekZr 0 0

0.000 m

Vast kN/m

Vast kNm/rad

0 °

STAVEN Staaf

Knoop B

Knoop E

X-B

Y-B

Z-B

X-E

Y-E

Z-E

S1 S2 S3 S4 S5 S6 S7 S8 S9 S10 S11 S12 S13 S14 S15 S16 S17 S18 S19 S20 S21

K79 K91 K1 K1 K2 K2 K3 K3 K4 K4 K5 K5 K6 K6 K7 K7 K8 K8 K9 K9 K10

K80 K92 K4 K5 K5 K6 K6 K4 K7 K9 K8 K7 K9 K8 K10 K11 K11 K12 K12 K10 K13

0.900 0.900 0.000 0.000 3.000 3.000 1.500 1.500 0.038 0.038 2.963 2.963 1.500 1.500 0.075 0.075 2.925 2.925 1.500 1.500 0.113

-0.520 -0.520 0.000 0.000 0.000 0.000 -2.598 -2.598 -0.022 -0.022 -0.022 -0.022 -2.555 -2.555 -0.043 -0.043 -0.043 -0.043 -2.511 -2.511 -0.065

-36.000 -40.000 0.000 0.000 0.000 0.000 0.000 0.000 -1.500 -1.500 -1.500 -1.500 -1.500 -1.500 -3.000 -3.000 -3.000 -3.000 -3.000 -3.000 -4.500

2.100 2.100 0.038 2.963 2.963 1.500 1.500 0.038 0.075 1.500 2.925 0.075 1.500 2.925 0.113 2.888 2.888 1.500 1.500 0.113 0.150

-0.520 -0.520 -0.022 -0.022 -0.022 -2.555 -2.555 -0.022 -0.043 -2.511 -0.043 -0.043 -2.511 -0.043 -0.065 -0.065 -0.065 -2.468 -2.468 -0.065 -0.087

-36.000 -40.000 -1.500 -1.500 -1.500 -1.500 -1.500 -1.500 -3.000 -3.000 -3.000 -3.000 -3.000 -3.000 -4.500 -4.500 -4.500 -4.500 -4.500 -4.500 -6.000

Lengte Profiel 1.200 P10 1.200 P16 1.501 P1 3.321 P2 1.501 P1 3.321 P2 1.501 P1 3.321 P2 1.501 P1 3.254 P2 1.501 P1 3.254 P2 1.501 P1 3.254 P2 1.501 P1 3.188 P2 1.501 P1 3.188 P2 1.501 P1 3.188 P2 1.501 P1

0.000 - L(1.200) 0.000 - L(1.200) 0.000 - L(1.501) 0.000 - L(3.321) 0.000 - L(1.501) 0.000 - L(3.321) 0.000 - L(1.501) 0.000 - L(3.321) 0.000 - L(1.501) 0.000 - L(3.254) 0.000 - L(1.501) 0.000 - L(3.254) 0.000 - L(1.501) 0.000 - L(3.254) 0.000 - L(1.501) 0.000 - L(3.188) 0.000 - L(1.501) 0.000 - L(3.188) 0.000 - L(1.501) 0.000 - L(3.188) 0.000 - L(1.501)

Positie

Staaf S22 S23 S24

Knoop B K10 K11 K11

Knoop E K15 K14 K13

X-B 0.113 2.888 2.888

Y-B -0.065 -0.065 -0.065

Z-B -4.500 -4.500 -4.500

X-E 1.500 2.850 0.150

Y-E -2.425 -0.087 -0.087

Z-E -6.000 -6.000 -6.000

Lengte Profiel 3.122 P2 1.501 P1 3.122 P2

Positie 0.000 - L(3.122) 0.000 - L(1.501) 0.000 - L(3.122)

Projectnaam Omschrijving Opdrachtgever

VFZ Controle sterkte

S25 S26 S27 S28 S29 S30 S31 S32 S33 S34 S35 S36 S37 S38 S39 S40 S41 S42 S43 S44 S45 S46 S47 S48 S49 S50 S51 S52 S53 S54 S55 S56 S57 S58 S59 S60 S61 S62 S63 S64 S65 S66 S67 S68 S69 S70 S71 S72 S73 S74 S75 S76 S77 S78 S79 S80 S81 S82 S83 S84 S85 S86 S87 S88 S89 S90 S91 S92 S93 S94 S95 S96

K15 K14 K16 K17 K18 K17 K16 K18 K19 K21 K20 K19 K21 K20 K22 K23 K23 K24 K24 K22 K25 K27 K26 K25 K27 K26 K29 K28 K30 K29 K30 K28 K31 K33 K32 K31 K33 K32 K34 K35 K35 K36 K36 K34 K37 K39 K38 K37 K39 K38 K40 K41 K42 K41 K40 K42 K43 K45 K44 K43 K45 K44 K46 K47 K47 K48 K48 K46 K49 K51 K50 K49

K12 K12 K13 K13 K14 K14 K15 K15 K16 K16 K17 K17 K18 K18 K19 K19 K20 K20 K21 K21 K22 K22 K23 K23 K24 K24 K25 K25 K26 K26 K27 K27 K28 K28 K29 K29 K30 K30 K31 K31 K32 K32 K33 K33 K34 K34 K35 K35 K36 K36 K37 K37 K38 K38 K39 K39 K40 K40 K41 K41 K42 K42 K43 K43 K44 K44 K45 K45 K46 K46 K47 K47

1.500 1.500 0.150 0.150 2.850 2.850 1.500 1.500 0.188 0.188 2.813 2.813 1.500 1.500 0.225 0.225 2.775 2.775 1.500 1.500 0.263 0.263 2.738 2.738 1.500 1.500 0.300 0.300 2.700 2.700 1.500 1.500 0.338 0.338 2.663 2.663 1.500 1.500 0.375 0.375 2.625 2.625 1.500 1.500 0.413 0.413 2.588 2.588 1.500 1.500 0.450 0.450 2.550 2.550 1.500 1.500 0.488 0.488 2.513 2.513 1.500 1.500 0.525 0.525 2.475 2.475 1.500 1.500 0.563 0.563 2.438 2.438

Projectnummer Constructeur Eenheden -2.468 -2.468 -0.087 -0.087 -0.087 -0.087 -2.425 -2.425 -0.108 -0.108 -0.108 -0.108 -2.382 -2.382 -0.130 -0.130 -0.130 -0.130 -2.338 -2.338 -0.152 -0.152 -0.152 -0.152 -2.295 -2.295 -0.173 -0.173 -0.173 -0.173 -2.252 -2.252 -0.195 -0.195 -0.195 -0.195 -2.208 -2.208 -0.217 -0.217 -0.217 -0.217 -2.165 -2.165 -0.238 -0.238 -0.238 -0.238 -2.122 -2.122 -0.260 -0.260 -0.260 -0.260 -2.078 -2.078 -0.281 -0.281 -0.281 -0.281 -2.035 -2.035 -0.303 -0.303 -0.303 -0.303 -1.992 -1.992 -0.325 -0.325 -0.325 -0.325

-4.500 -4.500 -6.000 -6.000 -6.000 -6.000 -6.000 -6.000 -7.500 -7.500 -7.500 -7.500 -7.500 -7.500 -9.000 -9.000 -9.000 -9.000 -9.000 -9.000 -10.500 -10.500 -10.500 -10.500 -10.500 -10.500 -12.000 -12.000 -12.000 -12.000 -12.000 -12.000 -13.500 -13.500 -13.500 -13.500 -13.500 -13.500 -15.000 -15.000 -15.000 -15.000 -15.000 -15.000 -16.500 -16.500 -16.500 -16.500 -16.500 -16.500 -18.000 -18.000 -18.000 -18.000 -18.000 -18.000 -19.500 -19.500 -19.500 -19.500 -19.500 -19.500 -21.000 -21.000 -21.000 -21.000 -21.000 -21.000 -22.500 -22.500 -22.500 -22.500

1.500 2.850 0.188 2.813 1.500 2.813 0.188 1.500 0.225 1.500 2.775 0.225 1.500 2.775 0.263 2.738 2.738 1.500 1.500 0.263 0.300 1.500 2.700 0.300 1.500 2.700 2.663 0.338 1.500 2.663 1.500 0.338 0.375 1.500 2.625 0.375 1.500 2.625 0.413 2.588 2.588 1.500 1.500 0.413 0.450 1.500 2.550 0.450 1.500 2.550 0.488 2.513 1.500 2.513 0.488 1.500 0.525 1.500 2.475 0.525 1.500 2.475 0.563 2.438 2.438 1.500 1.500 0.563 0.600 1.500 2.400 0.600

-2.425 -0.087 -0.108 -0.108 -2.382 -0.108 -0.108 -2.382 -0.130 -2.338 -0.130 -0.130 -2.338 -0.130 -0.152 -0.152 -0.152 -2.295 -2.295 -0.152 -0.173 -2.252 -0.173 -0.173 -2.252 -0.173 -0.195 -0.195 -2.208 -0.195 -2.208 -0.195 -0.217 -2.165 -0.217 -0.217 -2.165 -0.217 -0.238 -0.238 -0.238 -2.122 -2.122 -0.238 -0.260 -2.078 -0.260 -0.260 -2.078 -0.260 -0.281 -0.281 -2.035 -0.281 -0.281 -2.035 -0.303 -1.992 -0.303 -0.303 -1.992 -0.303 -0.325 -0.325 -0.325 -1.949 -1.949 -0.325 -0.346 -1.905 -0.346 -0.346

Ing. A. Azaroual m, kN, kNm -6.000 -6.000 -7.500 -7.500 -7.500 -7.500 -7.500 -7.500 -9.000 -9.000 -9.000 -9.000 -9.000 -9.000 -10.500 -10.500 -10.500 -10.500 -10.500 -10.500 -12.000 -12.000 -12.000 -12.000 -12.000 -12.000 -13.500 -13.500 -13.500 -13.500 -13.500 -13.500 -15.000 -15.000 -15.000 -15.000 -15.000 -15.000 -16.500 -16.500 -16.500 -16.500 -16.500 -16.500 -18.000 -18.000 -18.000 -18.000 -18.000 -18.000 -19.500 -19.500 -19.500 -19.500 -19.500 -19.500 -21.000 -21.000 -21.000 -21.000 -21.000 -21.000 -22.500 -22.500 -22.500 -22.500 -22.500 -22.500 -24.000 -24.000 -24.000 -24.000

1.501 P1 3.122 P2 1.501 P1 3.056 P2 3.056 P2 1.501 P1 3.056 P2 1.501 P1 1.501 P1 2.991 P2 1.501 P1 2.991 P2 1.501 P1 2.991 P2 1.501 P1 2.926 P2 1.501 P1 2.926 P2 1.501 P1 2.926 P2 1.501 P1 2.862 P2 1.501 P1 2.862 P2 1.501 P1 2.862 P2 2.799 P6 1.501 P5 2.799 P6 1.501 P5 1.501 P5 2.799 P6 1.501 P5 2.736 P6 1.501 P5 2.736 P6 1.501 P5 2.736 P6 1.501 P5 2.673 P6 1.501 P5 2.673 P6 1.501 P5 2.673 P6 1.501 P5 2.611 P6 1.501 P5 2.611 P6 1.501 P5 2.611 P6 1.501 P5 2.550 P6 2.550 P6 1.501 P5 2.550 P6 1.501 P5 1.501 P5 2.490 P6 1.501 P5 2.490 P6 1.501 P5 2.490 P6 1.501 P5 2.431 P6 1.501 P5 2.431 P6 1.501 P5 2.431 P6 1.501 P5 2.372 P6 1.501 P5 2.372 P6

0.000 - L(1.501) 0.000 - L(3.122) 0.000 - L(1.501) 0.000 - L(3.056) 0.000 - L(3.056) 0.000 - L(1.501) 0.000 - L(3.056) 0.000 - L(1.501) 0.000 - L(1.501) 0.000 - L(2.991) 0.000 - L(1.501) 0.000 - L(2.991) 0.000 - L(1.501) 0.000 - L(2.991) 0.000 - L(1.501) 0.000 - L(2.926) 0.000 - L(1.501) 0.000 - L(2.926) 0.000 - L(1.501) 0.000 - L(2.926) 0.000 - L(1.501) 0.000 - L(2.862) 0.000 - L(1.501) 0.000 - L(2.862) 0.000 - L(1.501) 0.000 - L(2.862) 0.000 - L(2.799) 0.000 - L(1.501) 0.000 - L(2.799) 0.000 - L(1.501) 0.000 - L(1.501) 0.000 - L(2.799) 0.000 - L(1.501) 0.000 - L(2.736) 0.000 - L(1.501) 0.000 - L(2.736) 0.000 - L(1.501) 0.000 - L(2.736) 0.000 - L(1.501) 0.000 - L(2.673) 0.000 - L(1.501) 0.000 - L(2.673) 0.000 - L(1.501) 0.000 - L(2.673) 0.000 - L(1.501) 0.000 - L(2.611) 0.000 - L(1.501) 0.000 - L(2.611) 0.000 - L(1.501) 0.000 - L(2.611) 0.000 - L(1.501) 0.000 - L(2.550) 0.000 - L(2.550) 0.000 - L(1.501) 0.000 - L(2.550) 0.000 - L(1.501) 0.000 - L(1.501) 0.000 - L(2.490) 0.000 - L(1.501) 0.000 - L(2.490) 0.000 - L(1.501) 0.000 - L(2.490) 0.000 - L(1.501) 0.000 - L(2.431) 0.000 - L(1.501) 0.000 - L(2.431) 0.000 - L(1.501) 0.000 - L(2.431) 0.000 - L(1.501) 0.000 - L(2.372) 0.000 - L(1.501) 0.000 - L(2.372)

Projectnaam Omschrijving Opdrachtgever

VFZ Controle sterkte

Staaf S97 S98 S99 S100 S101 S102 S103 S104 S105 S106 S107 S108 S109 S110 S111 S112 S113 S114 S115 S116 S117 S118 S119 S120 S121 S122 S123 S124 S125 S126 S127 S128 S129 S130 S131 S132 S133 S134 S135 S136 S137 S138 S139 S140 S141 S142 S143 S144 S145 S146 S147 S148 S149 S150 S151 S152 S153 S154 S155 S156 S157 S158 S159 S160 S161 S162 S163 S164 S165 S166 S167

Knoop E K50 K51 K52 K53 K53 K54 K54 K52 K55 K57 K56 K55 K57 K56 K58 K59 K59 K60 K60 K58 K61 K63 K62 K61 K63 K62 K65 K64 K66 K65 K66 K64 K67 K69 K68 K67 K69 K68 K70 K71 K71 K72 K72 K70 K73 K75 K74 K73 K75 K74 K76 K77 K77 K78 K78 K76 K79 K81 K80 K79 K81 K80 K79 K82 K83 K81 K83 K84 K84 K82 K85

Knoop B K48 K48 K49 K49 K50 K50 K51 K51 K52 K52 K53 K53 K54 K54 K55 K55 K56 K56 K57 K57 K58 K58 K59 K59 K60 K60 K61 K61 K62 K62 K63 K63 K64 K64 K65 K65 K66 K66 K67 K67 K68 K68 K69 K69 K70 K70 K71 K71 K72 K72 K73 K73 K74 K74 K75 K75 K76 K76 K77 K77 K78 K78 K81 K79 K79 K80 K80 K80 K81 K81 K82

X-B 1.500 1.500 0.600 0.600 2.400 2.400 1.500 1.500 0.630 0.630 2.370 2.370 1.500 1.500 0.660 0.660 2.340 2.340 1.500 1.500 0.690 0.690 2.310 2.310 1.500 1.500 0.720 0.720 2.280 2.280 1.500 1.500 0.750 0.750 2.250 2.250 1.500 1.500 0.780 0.780 2.220 2.220 1.500 1.500 0.810 0.810 2.190 2.190 1.500 1.500 0.840 0.840 2.160 2.160 1.500 1.500 0.870 0.870 2.130 2.130 1.500 1.500 1.500 0.900 0.900 2.100 2.100 2.100 1.500 1.500 0.900

Projectnummer Constructeur Eenheden Y-B -1.949 -1.949 -0.346 -0.346 -0.346 -0.346 -1.905 -1.905 -0.364 -0.364 -0.364 -0.364 -1.871 -1.871 -0.381 -0.381 -0.381 -0.381 -1.836 -1.836 -0.398 -0.398 -0.398 -0.398 -1.801 -1.801 -0.416 -0.416 -0.416 -0.416 -1.767 -1.767 -0.433 -0.433 -0.433 -0.433 -1.732 -1.732 -0.450 -0.450 -0.450 -0.450 -1.697 -1.697 -0.468 -0.468 -0.468 -0.468 -1.663 -1.663 -0.485 -0.485 -0.485 -0.485 -1.628 -1.628 -0.502 -0.502 -0.502 -0.502 -1.593 -1.593 -1.559 -0.520 -0.520 -0.520 -0.520 -0.520 -1.559 -1.559 -0.520

Z-B -22.500 -22.500 -24.000 -24.000 -24.000 -24.000 -24.000 -24.000 -25.200 -25.200 -25.200 -25.200 -25.200 -25.200 -26.400 -26.400 -26.400 -26.400 -26.400 -26.400 -27.600 -27.600 -27.600 -27.600 -27.600 -27.600 -28.800 -28.800 -28.800 -28.800 -28.800 -28.800 -30.000 -30.000 -30.000 -30.000 -30.000 -30.000 -31.200 -31.200 -31.200 -31.200 -31.200 -31.200 -32.400 -32.400 -32.400 -32.400 -32.400 -32.400 -33.600 -33.600 -33.600 -33.600 -33.600 -33.600 -34.800 -34.800 -34.800 -34.800 -34.800 -34.800 -36.000 -36.000 -36.000 -36.000 -36.000 -36.000 -36.000 -36.000 -37.000

X-E 2.400 1.500 0.630 2.370 2.370 1.500 1.500 0.630 0.660 1.500 2.340 0.660 1.500 2.340 0.690 2.310 2.310 1.500 1.500 0.690 0.720 1.500 2.280 0.720 1.500 2.280 2.250 0.750 1.500 2.250 1.500 0.750 0.780 1.500 2.220 0.780 1.500 2.220 0.810 2.190 2.190 1.500 1.500 0.810 0.840 1.500 2.160 0.840 1.500 2.160 0.870 2.130 2.130 1.500 1.500 0.870 0.900 1.500 2.100 0.900 1.500 2.100 0.900 0.900 2.100 1.500 2.100 1.500 1.500 0.900 0.900

Y-E -0.346 -1.905 -0.364 -0.364 -0.364 -1.871 -1.871 -0.364 -0.381 -1.836 -0.381 -0.381 -1.836 -0.381 -0.398 -0.398 -0.398 -1.801 -1.801 -0.398 -0.416 -1.767 -0.416 -0.416 -1.767 -0.416 -0.433 -0.433 -1.732 -0.433 -1.732 -0.433 -0.450 -1.697 -0.450 -0.450 -1.697 -0.450 -0.468 -0.468 -0.468 -1.663 -1.663 -0.468 -0.485 -1.628 -0.485 -0.485 -1.628 -0.485 -0.502 -0.502 -0.502 -1.593 -1.593 -0.502 -0.520 -1.559 -0.520 -0.520 -1.559 -0.520 -0.520 -0.520 -0.520 -1.559 -0.520 -1.559 -1.559 -0.520 -0.520

Ing. A. Azaroual m, kN, kNm Z-E -24.000 -24.000 -25.200 -25.200 -25.200 -25.200 -25.200 -25.200 -26.400 -26.400 -26.400 -26.400 -26.400 -26.400 -27.600 -27.600 -27.600 -27.600 -27.600 -27.600 -28.800 -28.800 -28.800 -28.800 -28.800 -28.800 -30.000 -30.000 -30.000 -30.000 -30.000 -30.000 -31.200 -31.200 -31.200 -31.200 -31.200 -31.200 -32.400 -32.400 -32.400 -32.400 -32.400 -32.400 -33.600 -33.600 -33.600 -33.600 -33.600 -33.600 -34.800 -34.800 -34.800 -34.800 -34.800 -34.800 -36.000 -36.000 -36.000 -36.000 -36.000 -36.000 -36.000 -37.000 -37.000 -36.000 -37.000 -37.000 -37.000 -37.000 -38.000

Lengte Profiel 2.372 P6 1.501 P5 1.200 P9 2.139 P10 1.200 P9 2.139 P10 1.200 P9 2.139 P10 1.200 P9 2.089 P10 1.200 P9 2.089 P10 1.200 P9 2.089 P10 1.200 P9 2.040 P10 1.200 P9 2.040 P10 1.200 P9 2.040 P10 1.200 P9 1.992 P10 1.200 P9 1.992 P10 1.200 P9 1.992 P10 1.945 P10 1.200 P9 1.945 P10 1.200 P9 1.200 P9 1.945 P10 1.200 P9 1.898 P10 1.200 P9 1.898 P10 1.200 P9 1.898 P10 1.200 P9 1.852 P10 1.200 P9 1.852 P10 1.200 P9 1.852 P10 1.200 P9 1.806 P10 1.200 P9 1.806 P10 1.200 P9 1.806 P10 1.200 P9 1.762 P10 1.200 P9 1.762 P10 1.200 P9 1.762 P10 1.200 P9 1.718 P10 1.200 P9 1.718 P10 1.200 P9 1.718 P10 1.200 P10 1.000 P15 1.562 P16 1.200 P10 1.000 P15 1.562 P16 1.000 P15 1.562 P16 1.000 P15

Positie 0.000 - L(2.372) 0.000 - L(1.501) 0.000 - L(1.200) 0.000 - L(2.139) 0.000 - L(1.200) 0.000 - L(2.139) 0.000 - L(1.200) 0.000 - L(2.139) 0.000 - L(1.200) 0.000 - L(2.089) 0.000 - L(1.200) 0.000 - L(2.089) 0.000 - L(1.200) 0.000 - L(2.089) 0.000 - L(1.200) 0.000 - L(2.040) 0.000 - L(1.200) 0.000 - L(2.040) 0.000 - L(1.200) 0.000 - L(2.040) 0.000 - L(1.200) 0.000 - L(1.992) 0.000 - L(1.200) 0.000 - L(1.992) 0.000 - L(1.200) 0.000 - L(1.992) 0.000 - L(1.945) 0.000 - L(1.200) 0.000 - L(1.945) 0.000 - L(1.200) 0.000 - L(1.200) 0.000 - L(1.945) 0.000 - L(1.200) 0.000 - L(1.898) 0.000 - L(1.200) 0.000 - L(1.898) 0.000 - L(1.200) 0.000 - L(1.898) 0.000 - L(1.200) 0.000 - L(1.852) 0.000 - L(1.200) 0.000 - L(1.852) 0.000 - L(1.200) 0.000 - L(1.852) 0.000 - L(1.200) 0.000 - L(1.806) 0.000 - L(1.200) 0.000 - L(1.806) 0.000 - L(1.200) 0.000 - L(1.806) 0.000 - L(1.200) 0.000 - L(1.762) 0.000 - L(1.200) 0.000 - L(1.762) 0.000 - L(1.200) 0.000 - L(1.762) 0.000 - L(1.200) 0.000 - L(1.718) 0.000 - L(1.200) 0.000 - L(1.718) 0.000 - L(1.200) 0.000 - L(1.718) 0.000 - L(1.200) 0.000 - L(1.000) 0.000 - L(1.562) 0.000 - L(1.200) 0.000 - L(1.000) 0.000 - L(1.562) 0.000 - L(1.000) 0.000 - L(1.562) 0.000 - L(1.000)

Projectnaam Omschrijving Opdrachtgever

VFZ Controle sterkte

Projectnummer Constructeur Eenheden

S168 S169 S170 S171

K82 K83 K83 K84

K87 K86 K85 K87

0.900 2.100 2.100 1.500

-0.520 -0.520 -0.520 -1.559

-37.000 -37.000 -37.000 -37.000

1.500 2.100 0.900 1.500

-1.559 -0.520 -0.520 -1.559

-38.000 -38.000 -38.000 -38.000

1.562 P16 1.000 P15 1.562 P16 1.000 P15

0.000 - L(1.562) 0.000 - L(1.000) 0.000 - L(1.562) 0.000 - L(1.000)

Staaf S172 S173 S174 S175 S176 S177 S178 S179 S180 S181 S182 S183 S184 S185 S186 -

Knoop B K84 K85 K85 K86 K86 K87 K87 K88 K88 K89 K89 K90 K90 K93 K92 -

Knoop E K86 K88 K89 K89 K90 K90 K88 K93 K91 K91 K92 K93 K92 K91 K93 -

X-B 1.500 0.900 0.900 2.100 2.100 1.500 1.500 0.900 0.900 2.100 2.100 1.500 1.500 1.500 2.100 m

Y-B -1.559 -0.520 -0.520 -0.520 -0.520 -1.559 -1.559 -0.520 -0.520 -0.520 -0.520 -1.559 -1.559 -1.559 -0.520 m

Z-B -37.000 -38.000 -38.000 -38.000 -38.000 -38.000 -38.000 -39.000 -39.000 -39.000 -39.000 -39.000 -39.000 -40.000 -40.000 m

X-E 2.100 0.900 2.100 2.100 1.500 1.500 0.900 1.500 0.900 0.900 2.100 1.500 2.100 0.900 1.500 m

Y-E -0.520 -0.520 -0.520 -0.520 -1.559 -1.559 -0.520 -1.559 -0.520 -0.520 -0.520 -1.559 -0.520 -0.520 -1.559 m

Z-E -38.000 -39.000 -39.000 -39.000 -39.000 -39.000 -39.000 -40.000 -40.000 -40.000 -40.000 -40.000 -40.000 -40.000 -40.000 m

Lengte Profiel 1.562 P16 1.000 P15 1.562 P16 1.000 P15 1.562 P16 1.000 P15 1.562 P16 1.562 P16 1.000 P15 1.562 P16 1.000 P15 1.000 P15 1.562 P16 1.200 P16 1.200 P16 m -

Positie 0.000 - L(1.562) 0.000 - L(1.000) 0.000 - L(1.562) 0.000 - L(1.000) 0.000 - L(1.562) 0.000 - L(1.000) 0.000 - L(1.562) 0.000 - L(1.562) 0.000 - L(1.000) 0.000 - L(1.562) 0.000 - L(1.000) 0.000 - L(1.000) 0.000 - L(1.562) 0.000 - L(1.200) 0.000 - L(1.200) -

Ing. A. Azaroual m, kN, kNm

SCHARNIEREN Staaf

Positie

Scharnier Oplegg.

0.000 A1

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vast L(1.200) A1

Vast Vast

S10

0.000 A6

Vast Vast

L(3.254) A2

Vast Vast

S100

0.000 A50

Vast Vast

L(2.139) A2

Vast Vast

S101

0.000 A1

Vast Vast

L(1.200) A1

Vast Vast

S102

0.000 A51

Vast Vast

L(2.139) A2

Vast Vast

S103

0.000 A1

Vast Vast

L(1.200) A1

Vast Vast

S104

0.000 A52

Vast Vast

L(2.139) A2

Vast Vast

S105

0.000 A1

Vast Vast

L(1.200) A1

Vast Vast

S106

0.000 A54

Vast Vast

L(2.089) A2

Vast Vast

S107

0.000 A1

Vast Vast

L(1.200) A1

Vast Vast

S108

0.000 A53

Vast Vast

L(2.089) A2

Vast Vast

S109

0.000 A1

Vast

Projectnaam Omschrijving Opdrachtgever

VFZ Controle sterkte

Projectnummer Constructeur Eenheden

Ing. A. Azaroual m, kN, kNm

Vast L(1.200) A1

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vast S11

0.000 A1

Vast Vast

L(1.501) A1

Vast Vast

S110

0.000 A55

Vast Vast

L(2.089) A2

Vast Vast

S111

0.000 A1

Vast Vast

L(1.200) A1

Vast Vast

S112

0.000 A56

Vast Vast

L(2.040) A2

Vast Vast

S113

0.000 A1

Vast Vast

L(1.200) A1

Vast Vast

S114

0.000 A57

Vast Vast

L(2.040) A2

Vast Vast

S115

0.000 A1

Vast Vast

L(1.200) A1

Vast Vast

S116

0.000 A58

Vast Vast

L(2.040) A2

Vast Vast

S117

0.000 A1

Vast Vast

L(1.200) A1

Vast Vast

S118

0.000 A60

Vast Vast

L(1.992) A2 Staaf

Vast

Positie

Scharnier Oplegg.

S119

0.000 A1

Vast

Vast Vast

L(1.200) A1

Vast Vast

S12

0.000 A5

Vast Vast

L(3.254) A2

Vast Vast

S120

0.000 A59

Vast Vast

L(1.992) A2

Vast Vast

S121

0.000 A1

Vast Vast

L(1.200) A1

Vast Vast

S122

0.000 A61

Vast Vast

L(1.992) A2

Vast Vast

S123

0.000 A62

Vast Vast

L(1.945) A2

Vast Vast

S124

0.000 A1

Vast Vast

L(1.200) A1

Vast

Projectnaam Omschrijving Opdrachtgever

VFZ Controle sterkte

Projectnummer Constructeur Eenheden

Ing. A. Azaroual m, kN, kNm

Vast S125

0.000 A63

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vast L(1.945) A2

Vast Vast

S126

0.000 A1

Vast Vast

L(1.200) A1

Vast Vast

S127

0.000 A1

Vast Vast

L(1.200) A1

Vast Vast

S128

0.000 A64

Vast Vast

L(1.945) A2

Vast Vast

S129

0.000 A1

Vast Vast

L(1.200) A1

Vast Vast

S13

0.000 A1

Vast Vast

L(1.501) A1

Vast Vast

S130

0.000 A66

Vast Vast

L(1.898) A2

Vast Vast

S131

0.000 A1

Vast Vast

L(1.200) A1

Vast Vast

S132

0.000 A65

Vast Vast

L(1.898) A2

Vast Vast

S133

0.000 A1

Vast Vast

L(1.200) A1

Vast Vast

S134

0.000 A67

Vast Vast

L(1.898) A2

Vast Vast

S135

0.000 A1

Vast Vast

L(1.200) A1

Vast Vast

S136

0.000 A68

Vast Vast

L(1.852) A2

Vast Vast

S137

0.000 A1

Vast Vast

L(1.200) A1

Vast Vast

S138

0.000 A69

Vast Vast

L(1.852) A2

Vast Vast

S139

0.000 A1

Vast Vast

L(1.200) A1

Vast Vast

S14

0.000 A7

Vast Vast

L(3.254) A2

Vast Vast

S140

0.000 A70

Vast Vast

L(1.852) A2

Vast Vast

S141

0.000 A1

Vast

Projectnaam Omschrijving Opdrachtgever

VFZ Controle sterkte

Projectnummer Constructeur Eenheden

Ing. A. Azaroual m, kN, kNm

Vast L(1.200) A1

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vast S142

0.000 A72

Vast Vast

L(1.806) A2

Vast Vast

S143

0.000 A1

Vast Vast

L(1.200) A1

Vast Vast

S144

0.000 A71

Vast Vast

L(1.806) A2

Vast Vast

S145

0.000 A1

Vast Vast

L(1.200) A1

Staaf

Vast

Positie

Scharnier Oplegg.

S146

0.000 A73

Vast

Vast Vast

L(1.806) A2

Vast Vast

S147

0.000 A1

Vast Vast

L(1.200) A1

Vast Vast

S148

0.000 A74

Vast Vast

L(1.762) A2

Vast Vast

S149

0.000 A1

Vast Vast

L(1.200) A1

Vast Vast

S15

0.000 A1

Vast Vast

L(1.501) A1

Vast Vast

S150

0.000 A75

Vast Vast

L(1.762) A2

Vast Vast

S151

0.000 A1

Vast Vast

L(1.200) A1

Vast Vast

S152

0.000 A76

Vast Vast

L(1.762) A2

Vast Vast

S153

0.000 A1

Vast Vast

L(1.200) A1

Vast Vast

S154

0.000 A78

Vast Vast

L(1.718) A2

Vast Vast

S155

0.000 A1

Vast Vast

L(1.200) A1

Vast Vast

S156

0.000 A77

Vast Vast

L(1.718) A2

Vast Vast

S157

0.000 A1

Vast Vast

Projectnaam Omschrijving Opdrachtgever

VFZ Controle sterkte L(1.200) A1

Projectnummer Constructeur Eenheden Vast

Ing. A. Azaroual m, kN, kNm

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast S158

0.000 A79

Vast Vast

L(1.718) A2

Vast Vast

S159

0.000 A1

Vast Vast

L(1.200) A1

Vast Vast

S16

0.000 A8

Vast Vast

L(3.188) A2

Vast Vast

S160

0.000 A1

Vast Vast

L(1.000) A1

Vast Vast

S161

0.000 A2

Vast Vast

L(1.562) A2

Vast Vast

S162

0.000 A1

Vast Vast

L(1.200) A1

Vast Vast

S163

0.000 A1

Vast Vast

L(1.000) A1

Vast Vast

S164

0.000 A2

Vast Vast

L(1.562) A2

Vast Vast

S165

0.000 A1

Vast Vast

L(1.000) A1

Vast Vast

S166

0.000 A2

Vast Vast

L(1.562) A2

Vast Vast

S167

0.000 A1

Vast Vast

L(1.000) A1

Vast Vast

S168

0.000 A2

Vast Vast

L(1.562) A2

Vast Vast

S169

0.000 A1

Vast Vast

L(1.000) A1

Vast Vast

S17

0.000 A1

Vast Vast

L(1.501) A1

Vast Vast

S170

0.000 A2

Vast Vast

L(1.562) A2

Vast Vast

S171

0.000 A1

Vast Vast

L(1.000) A1

Vast Vast

S172

0.000 A2

Vast Vast

L(1.562) A2

Staaf

Positie

Vast

Scharnier Oplegg.

Projectnaam Omschrijving Opdrachtgever S173

VFZ Controle sterkte

0.000 A1

Projectnummer Constructeur Eenheden Vast

Vast

Ing. A. Azaroual m, kN, kNm

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vast L(1.000) A1

Vast Vast

S174

0.000 A2

Vast Vast

L(1.562) A2

Vast Vast

S175

0.000 A1

Vast Vast

L(1.000) A1

Vast Vast

S176

0.000 A2

Vast Vast

L(1.562) A2

Vast Vast

S177

0.000 A1

Vast Vast

L(1.000) A1

Vast Vast

S178

0.000 A2

Vast Vast

L(1.562) A2

Vast Vast

S179

0.000 A2

Vast Vast

L(1.562) A2

Vast Vast

S18

0.000 A9

Vast Vast

L(3.188) A2

Vast Vast

S180

0.000 A1

Vast Vast

L(1.000) A1

Vast Vast

S181

0.000 A2

Vast Vast

L(1.562) A2

Vast Vast

S182

0.000 A1

Vast Vast

L(1.000) A1

Vast Vast

S183

0.000 A1

Vast Vast

L(1.000) A1

Vast Vast

S184

0.000 A2

Vast Vast

L(1.562) A2

Vast Vast

S185

0.000 A1

Vast Vast

L(1.200) A1

Vast Vast

S186

0.000 A1

Vast Vast

L(1.200) A1

Vast Vast

S19

0.000 A1

Vast Vast

L(1.501) A1

Vast Vast

0.000 A1

Vast Vast

L(1.200) A1

Vast Vast

S20

0.000 A10

Vast Vast

L(3.188) A2

Vast Vast

S21

0.000 A1

Vast

Projectnaam Omschrijving Opdrachtgever

VFZ Controle sterkte

Projectnummer Constructeur Eenheden

Ing. A. Azaroual m, kN, kNm

Vast L(1.501) A1

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vast S22

0.000 A12

Vast Vast

L(3.122) A2

Vast Vast

S23

0.000 A1

Vast Vast

L(1.501) A1

Vast Vast

S24

0.000 A11

Vast Vast

L(3.122) A2

Vast Vast

S25

0.000 A1

Vast Vast

L(1.501) A1

Vast Vast

S26

0.000 A13

Vast Vast

L(3.122) A2

Vast Vast

S27

0.000 A1

Vast Vast

L(1.501) A1

Vast Vast

S28

0.000 A14

Vast Vast

L(3.056) A2

Vast Vast

S29

0.000 A15

Vast Vast

L(3.056) A2

Vast Vast

0.000 A1

Vast Vast

L(1.501) A1

Vast Vast

S30

0.000 A1

Vast Vast

L(1.501) A1

Vast Vast

S31

0.000 A16

Vast Vast

L(3.056) A2

Staaf

Vast

Positie

Scharnier Oplegg.

S32

0.000 A1

Vast

Vast Vast

L(1.501) A1

Vast Vast

S33

0.000 A1

Vast Vast

L(1.501) A1

Vast Vast

S34

0.000 A18

Vast Vast

L(2.991) A2

Vast Vast

S35

0.000 A1

Vast Vast

L(1.501) A1

Vast Vast

S36

0.000 A17

Vast Vast

L(2.991) A2

Vast Vast

S37

0.000 A1

Vast Vast

Projectnaam Omschrijving Opdrachtgever

VFZ Controle sterkte L(1.501) A1

Projectnummer Constructeur Eenheden Vast

Ing. A. Azaroual m, kN, kNm

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast S38

0.000 A19

Vast Vast

L(2.991) A2

Vast Vast

S39

0.000 A1

Vast Vast

L(1.501) A1

Vast Vast

0.000 A2

Vast Vast

L(3.321) A2

Vast Vast

S40

0.000 A20

Vast Vast

L(2.926) A2

Vast Vast

S41

0.000 A1

Vast Vast

L(1.501) A1

Vast Vast

S42

0.000 A21

Vast Vast

L(2.926) A2

Vast Vast

S43

0.000 A1

Vast Vast

L(1.501) A1

Vast Vast

S44

0.000 A22

Vast Vast

L(2.926) A2

Vast Vast

S45

0.000 A1

Vast Vast

L(1.501) A1

Vast Vast

S46

0.000 A24

Vast Vast

L(2.862) A2

Vast Vast

S47

0.000 A1

Vast Vast

L(1.501) A1

Vast Vast

S48

0.000 A23

Vast Vast

L(2.862) A2

Vast Vast

S49

0.000 A1

Vast Vast

L(1.501) A1

Vast Vast

0.000 A1

Vast Vast

L(1.501) A1

Vast Vast

S50

0.000 A25

Vast Vast

L(2.862) A2

Vast Vast

S51

0.000 A26

Vast Vast

L(2.799) A2

Vast Vast

S52

0.000 A1

Vast Vast

L(1.501) A1

Vast Vast

S53

0.000 A27

Vast Vast

L(2.799) A2

Vast Vast

Projectnaam Omschrijving Opdrachtgever S54

VFZ Controle sterkte 0.000 A1

Projectnummer Constructeur Eenheden Vast

Ing. A. Azaroual m, kN, kNm

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vast L(1.501) A1

Vast Vast

S55

0.000 A1

Vast Vast

L(1.501) A1

Vast Vast

S56

0.000 A28

Vast Vast

L(2.799) A2

Vast Vast

S57

0.000 A1

Vast Vast

L(1.501) A1

Vast Vast

S58

0.000 A30

Vast Vast

L(2.736) A2

Vast Vast

S59

0.000 A1

Vast Vast

L(1.501) A1

Staaf

Vast

Positie

Scharnier Oplegg.

0.000 A3

Vast

Vast Vast

L(3.321) A2

Vast Vast

S60

0.000 A29

Vast Vast

L(2.736) A2

Vast Vast

S61

0.000 A1

Vast Vast

L(1.501) A1

Vast Vast

S62

0.000 A31

Vast Vast

L(2.736) A2

Vast Vast

S63

0.000 A1

Vast Vast

L(1.501) A1

Vast Vast

S64

0.000 A32

Vast Vast

L(2.673) A2

Vast Vast

S65

0.000 A1

Vast Vast

L(1.501) A1

Vast Vast

S66

0.000 A33

Vast Vast

L(2.673) A2

Vast Vast

S67

0.000 A1

Vast Vast

L(1.501) A1

Vast Vast

S68

0.000 A34

Vast Vast

L(2.673) A2

Vast Vast

S69

0.000 A1

Vast Vast

L(1.501) A1

Vast Vast

0.000 A1

Vast

Projectnaam Omschrijving Opdrachtgever

VFZ Controle sterkte

Projectnummer Constructeur Eenheden

Ing. A. Azaroual m, kN, kNm

Vast L(1.501) A1

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast S70

0.000 A36

Vast Vast

L(2.611) A2

Vast Vast

S71

0.000 A1

Vast Vast

L(1.501) A1

Vast Vast

S72

0.000 A35

Vast Vast

L(2.611) A2

Vast Vast

S73

0.000 A1

Vast Vast

L(1.501) A1

Vast Vast

S74

0.000 A37

Vast Vast

L(2.611) A2

Vast Vast

S75

0.000 A1

Vast Vast

L(1.501) A1

Vast Vast

S76

0.000 A38

Vast Vast

L(2.550) A2

Vast Vast

S77

0.000 A39

Vast Vast

L(2.550) A2

Vast Vast

S78

0.000 A1

Vast Vast

L(1.501) A1

Vast Vast

S79

0.000 A40

Vast Vast

L(2.550) A2

Vast Vast

0.000 A4

Vast Vast

L(3.321) A2

Vast Vast

S80

0.000 A1

Vast Vast

L(1.501) A1

Vast Vast

S81

0.000 A1

Vast Vast

L(1.501) A1

Vast Vast

S82

0.000 A42

Vast Vast

L(2.490) A2

Vast Vast

S83

0.000 A1

Vast Vast

L(1.501) A1

Vast Vast

S84

0.000 A41

Vast Vast

L(2.490) A2

Vast Vast

S85

0.000 A1

Vast Vast

L(1.501) A1

Vast Vast

S86

0.000 A43

Vast Vast

L(2.490) A2

Vast

Projectnaam Omschrijving Opdrachtgever

VFZ Controle sterkte

Staaf

Projectnummer Constructeur Eenheden

Positie

Scharnier Oplegg.

S87

Ing. A. Azaroual m, kN, kNm

0.000 A1

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vrij

Vast

Vast kN/m

Vast kNm/rad

Vast L(1.501) A1

Vast Vast

S88

0.000 A44

Vast Vast

L(2.431) A2

Vast Vast

S89

0.000 A1

Vast Vast

L(1.501) A1

Vast Vast

0.000 A1

Vast Vast

L(1.501) A1

Vast Vast

S90

0.000 A45

Vast Vast

L(2.431) A2

Vast Vast

S91

0.000 A1

Vast Vast

L(1.501) A1

Vast Vast

S92

0.000 A46

Vast Vast

L(2.431) A2

Vast Vast

S93

0.000 A1

Vast Vast

L(1.501) A1

Vast Vast

S94

0.000 A48

Vast Vast

L(2.372) A2

Vast Vast

S95

0.000 A1

Vast Vast

L(1.501) A1

Vast Vast

S96

0.000 A47

Vast Vast

L(2.372) A2

Vast Vast

S97

0.000 A49

Vast Vast

L(2.372) A2

Vast Vast

S98

0.000 A1

Vast Vast

L(1.501) A1

Vast Vast

S99

0.000 A1

Vast Vast

L(1.200) A1 m -

Vast kN/m

kN/m

BELASTINGSGEVALLEN TYPEN Oplegg.

Staven

B.G.Type

Gunstig/Ong.

Element

Niveau Veld

B.G.1

Permanent

N.v.t.

B.G.2 B.G.3

Wind X Wind Y

Windbelasting Niet gedefinieerd

N.v.t. N.v.t.

Psi0

Psi1 0.20

Psi2

Cprob UGT/GGT 1.00/1.00

BELASTINGSGEVALLEN Type Beginwaarde B.G.1: Permanent

Eindwaarde

Beginafstand

Eindafstand

Richting Staaf of knoop

Projectnaam Omschrijving Opdrachtgever

VFZ Controle sterkte

Projectnummer Constructeur Eenheden

Ing. A. Azaroual m, kN, kNm

0.52 (1.00x)

0.000

1.501(L)

0.07 (1.00x)

0.000

3.321(L)

Z" S3,S5,S7,S9,S11, S13,S15,S17,S19, S21,S23,S25,S27, S30,S32-S33,S35, S37,S39,S41,S43,S45,S47,S49 Z" S4,S6,S8

0.07 (1.00x)

0.000

3.254(L)

Z" S10,S12,S14

0.07 (1.00x)

0.000

3.188(L)

Z" S16,S18,S20

0.07 (1.00x)

0.000

3.122(L)

Z" S22,S24,S26

0.07 (1.00x)

0.000

3.056(L)

Z" S28-S29,S31

0.07 (1.00x)

0.000

2.991(L)

Z" S34,S36,S38

0.07 (1.00x)

0.000

2.926(L)

Z" S40,S42,S44

0.07 (1.00x)

0.000

2.862(L)

Z" S46,S48,S50

0.32 (1.00x)

0.000

1.501(L)

0.06 (1.00x)

0.000

2.799(L)

Z" S52,S54-S55,S57, S59,S61,S63,S65, S67,S69,S71,S73, S75,S78,S80-S81, S83,S85,S87,S89,S91,S93,S95,S98 Z" S51,S53,S56

0.06 (1.00x)

0.000

2.736(L)

Z" S58,S60,S62

0.06 (1.00x)

0.000

2.673(L)

Z" S64,S66,S68

0.06 (1.00x)

0.000

2.611(L)

Z" S70,S72,S74

0.06 (1.00x)

0.000

2.550(L)

Z" S76-S77,S79

Type Beginwaarde B.G.1: Permanent qG 0.06 (1.00x)

Eindwaarde

Beginafstand

Eindafstand

0.06 (1.00x)

0.000

2.490(L)

Z" S82,S84,S86

0.06 (1.00x)

0.000

2.431(L)

Z" S88,S90,S92

0.06 (1.00x)

0.000

2.372(L)

Z" S94,S96-S97

0.17 (1.00x)

0.000

1.200(L)

0.04 (1.00x)

0.000

2.139(L)

Z" S99,S101,S103, S105,S107,S109, S111,S113,S115, S117,S119,S121, S124,S126-S127, S129,S131,S133, S135,S137,S139, S141,S143,S145, S147,S149,S151,S153,S155,S157 Z" S100,S102,S104

0.04 (1.00x)

0.000

2.089(L)

Z" S106,S108,S110

0.04 (1.00x)

0.000

2.040(L)

Z" S112,S114,S116

0.04 (1.00x)

0.000

1.992(L)

Z" S118,S120,S122

0.04 (1.00x)

0.000

1.945(L)

Z" S123,S125,S128

0.04 (1.00x)

0.000

1.898(L)

Z" S130,S132,S134

0.04 (1.00x)

0.000

1.852(L)

Z" S136,S138,S140

0.04 (1.00x)

0.000

1.806(L)

Z" S142,S144,S146

0.04 (1.00x)

0.000

1.762(L)

Z" S148,S150,S152

0.04 (1.00x)

0.000

1.718(L)

Z" S154,S156,S158

0.04 (1.00x)

0.000

1.200(L)

Z" S1,S159,S162

0.13 (1.00x)

0.000

1.000(L)

0.03 (1.00x)

0.000

1.200(L)

Z" S160,S163,S165, S167,S169,S171, S173,S175,S177,S180,S182-S183 Z" S185-S186

0.03 (1.00x)

0.000

1.200(L)

Z" S2

0.03 (1.00x)

0.000

1.562(L)

Z" S161,S170,S174,S181

0.03 (1.00x)

0.000

1.562(L)

Z" S166

0.03 (1.00x)

0.000

1.562(L)

Z" S168

0.03 (1.00x)

0.000

1.562(L)

Z" S178

0.03 (1.00x)

0.000

1.562(L)

Z" S179

0.03 (1.00x)

0.000

1.562(L)

Z" S164

0.03 (1.00x)

0.000

1.562(L)

Z" S172

0.03 (1.00x)

0.000

1.562(L)

Z" S176

0.03 (1.00x)

0.000

1.562(L)

Z" S184

0.24

Z K43-K45,K58-K60,K91-K93

1.36

Z K88-K90

Richting Staaf of knoop

Projectnaam Omschrijving Opdrachtgever

VFZ Controle sterkte

Projectnummer Constructeur Eenheden

0.67

Z K79-K81

0.18

Z K73-K75

0.99

Z K64-K66,K70-K72

0.51

Z K55-K57

1.01

Z K49-K51

1.16

Ing. A. Azaroual m, kN, kNm

Z K40-K42

Som lasten B.G.2: Wind X q

0.37

0.000

1.500(L)

X S3,S5,S9,S11,S15,S17,S21,S23

0.37

0.000

1.501(L)

X S7,S13,S19,S25

0.46

0.000

1.500(L)

0.46

0.000

1.501(L)

X S27,S30,S33,S35, S39,S41,S45,S47, S52,S54,S57,S59, S63,S65,S69,S71,S80,S85,S91,S98 X S32,S37,S43,S49

0.44

0.000

1.501(L)

X S55,S61,S67,S73

0.49

0.000

1.500(L)

X S75,S78,S81,S83,S87,S89,S93,S95

0.45

0.000

1.200(L)

0.39

0.000

1.200(L)

X S99,S101,S105, S107,S111,S113, S117,S119,S124,S126 X S103,S109,S115,S121,S127

0.46

0.000

1.200(L)

0.39

0.000

1.200(L)

0.50

0.000

1.000(L)

0.40

0.000

1.000(L)

Beginwaarde

Eindwaarde

Beginafstand

Eindafstand

Type B.G.2: Wind X N

0,00

kN Y: 0.00

kN Z:

72,39

X S129,S131,S135, S137,S141,S143, S147,S149,S153,S155 X S133,S139,S145,S151,S157,S160 X S163,S165,S167, S169,S173,S175,S180,S182 X S171,S177,S183

Richting Staaf of knoop

0.51

X K91-K93

1.81

X K88-K89

1.33

X K90

0.57

X K57,K79-K80

0.40

X K81

0.33

X K73-K75

1.41

X K70-K71

0.86

X K72

1.37

X K64-K65

0.84

X K66

0.46

X K58-K60

0.81

X K55-K56

1.65

X K49-K50

1.23

X K51

0.43

X K43-K45

1.54

X K40-K41

0.95

X K42

Som lasten B.G.3: Wind Y q

82,48

kN Y: 0.00

kN Z:

0,00

-0.54

0.000

1.500(L)

Y S3,S5,S9,S11,S15,S17,S21,S23

-0.33

0.000

1.500(L)

Y S7,S13,S19,S25

-0.61

0.000

1.500(L)

Y S27,S30,S33,S35,S39,S41,S45,S47

-0.37

0.000

1.500(L)

Y S32,S37,S43,S49

-0.63

0.000

1.500(L)

Y S52,S54,S57,S59,S63,S65,S69,S71

-0.35

0.000

1.500(L)

Y S55,S61,S67,S73

-0.67

0.000

1.500(L)

Y S75,S78,S81,S83,S87,S89,S93,S95

-0.37

0.000

1.500(L)

Y S80,S85,S91,S98

-0.59

0.000

1.200(L)

Y S99,S101,S105, S107,S111,S113, S117,S119,S124,S126 Y S103,S109,S115,S121,S127

-0.33

0.000

1.200(L)

-0.59

0.000

1.200(L)

Y S129,S131,S135, S137,S141,S143,

Projectnaam Omschrijving Opdrachtgever

VFZ Controle sterkte

Projectnummer Constructeur Eenheden

-0.33

0.000

1.200(L)

-0.59

0.000

1.000(L)

-0.34

0.000

1.000(L)

Ing. A. Azaroual m, kN, kNm S147,S149,S153,S155 Y S133,S139,S145,S151,S157,S160 Y S163,S165,S167, S169,S173,S175,S180,S182 Y S171,S177,S183

-0.34

-0.51

Y K91-K93

-1.81

Y K88-K89

-1.33

Y K90

-0.57

Y K57,K79-K80

-0.40

Y K81

-0.33

Y K73-K75

-1.41

Y K70-K71

-0.86

Y K72

-1.37

Y K64-K65

-0.84

Y K66

-0.46

Y K58-K60

-0.81

Y K55-K56

-1.65

Y K49-K50

-1.23

Y K51

-0.43

Y K43-K45

-1.54

Y K40-K41

-0.95

Som lasten -

Y K42 X:

0,00

kN Y: -91.87 -

kN Z: m

0,00

kN m

- -

CHARACTERISTIC BELASTINGSCOMBINATIES (TABEL) B.G. B.G.1 B.G.2 B.G.3

Omschrijving Permanent Wind X Wind Y

Ch.C.(w1) 1.00 -

Ch.C.1 1.00 1.00 -

Ch.C.2 1.00 1.00

PERSISTENT BELASTINGSCOMBINATIES (TABEL) B.G. B.G.1 B.G.2 B.G.3

Omschrijving Permanent Wind X Wind Y

Pe.C.1 1.35 -

Pe.C.2 1.20 1.60 -

Pe.C.3 1.20 1.60

Pe.C.4 0.90 1.60 -

Pe.C.5 0.90 1.60

PE.C. OPLEGREACTIES B.C.

Oplegging

Knoop

Pe.C.1 Pe.C.1 Pe.C.1

O1 O2 O3

K1 K2 K3

1.06 -1.06 0.00

-0.61 -0.61 1.22

-32.57 -32.57 -32.58

-0.15 0.03 0.12

-0.05 0.16 -0.11

0.00 0.00 0.00

Pe.C.2 Pe.C.2 Pe.C.2

Som Reacties Som Lasten O1 O2 O3

K1 K2 K3

0.00 0.00 -74.63 -46.14 -11.20

0.00 0.00 18.35 -34.47 16.13

-97.73 97.73 1001.57 -1061.25 -27.18

3.63 0.55 0.43

11.78 14.63 8.53

0.16 0.01 0.07

Pe.C.3 Pe.C.3 Pe.C.3

Som Reacties Som Lasten O1 O2 O3

K1 K2 K3

-131.97 131.97 -20.11 38.44 -18.33

0.00 0.00 15.16 47.07 84.76

-86.87 86.87 620.30 616.87 -1324.04

12.92 10.51 15.73

1.33 -3.08 -3.38

0.05 0.05 -0.09

Pe.C.4 Pe.C.4 Pe.C.4

Som Reacties Som Lasten O1 O2 O3

K1 K2 K3

0.00 0.00 -74.86 -45.90 -11.20

146.99 -146.99 18.48 -34.34 15.86

-86.87 86.87 1008.80 -1054.01 -19.94

3.66 0.54 0.41

11.79 14.59 8.55

0.16 0.02 0.07

Pe.C.5 Pe.C.5 Pe.C.5

Som Reacties Som Lasten O1 O2 O3

K1 K2 K3

-131.97 131.97 -20.34 38.67 -18.33

0.00 0.00 15.30 47.20 84.49

-65.15 65.15 627.54 624.11 -1316.80

12.96 10.50 15.71

1.34 -3.12 -3.35

0.05 0.05 -0.09

0.00

146.99

-65.15

Som Reacties

Projectnaam Omschrijving Opdrachtgever -

Som Lasten -

VFZ Controle sterkte

Projectnummer Constructeur Eenheden 0.00 kN

-146.99 kN

65.15 kN

Ing. A. Azaroual m, kN, kNm

kNm

CH.C. OPLEGREACTIES B.C.

Oplegging

Ch.C.(w1) O1 Ch.C.(w1) O2 Ch.C.(w1) O3

Knoop

0.78 -0.78 0.00

-0.45 -0.45 0.90

-24.13 -24.13 -24.13

-0.11 0.02 0.09

-0.04 0.12 -0.08

0.00 0.00 0.00

0.00 0.00

-72.39 72.39

K1 K2 K3

-46.45 -29.03 -7.00

11.35 -21.66 10.31

619.95 -669.31 -23.02

2.24 0.35 0.29

7.35 9.17 5.31

0.10 0.01 0.04

K1 K2 K3

-82.48 82.48 -12.37 23.83 -11.45

0.00 0.00 9.36 29.30 53.20

-72.39 72.39 381.65 379.51 -833.56

8.05 6.57 9.85

0.82 -1.90 -2.13

0.03 0.03 -0.06

0.00 0.00 kN

91.87 -91.87 kN

-72.39 72.39 kN

kNm

K1 K2 K3

Som Reacties Som Lasten Ch.C.1 Ch.C.1 Ch.C.1

O1 O2 O3

Ch.C.2 Ch.C.2 Ch.C.2

Som Reacties Som Lasten O1 O2 O3

Som Reacties Som Lasten -

CH.C. KNOOPVERPLAATSINGEN Knoop

B.C.

Ch.C.(w1)

0.0000

0.000e-03

Ch.C.1

0.0000

0.000e-03

Ch.C.2

0.0000

0.000e-03

Ch.C.(w1)

0.0000

0.000e-03

Ch.C.1

0.0000

0.000e-03

Ch.C.2

0.0000

0.000e-03

Ch.C.(w1)

0.0000

0.000e-03

Ch.C.1

0.0000

0.000e-03

Ch.C.2

0.0000

0.000e-03

Knoop

B.C.

Ch.C.(w1)

0.0000

-0.006e-03

0.001e-03

-0.000e-03

Ch.C.1

0.0009

-0.0002

-0.0006

0.087e-03

-1.003e-03

0.026e-03

Ch.C.2

0.0001

-0.0009

-0.0004

1.061e-03

-0.024e-03

-0.010e-03 -0.000e-03

K10

K11

K12

Ch.C.(w1)

0.0000

0.002e-03

-0.006e-03

Ch.C.1

0.0010

0.0000

0.0007

0.044e-03

-1.058e-03

0.019e-03

Ch.C.2

-0.0002

-0.0008

-0.0004

1.015e-03

0.103e-03

0.017e-03

Ch.C.(w1)

0.0000

0.004e-03

0.005e-03

-0.000e-03

Ch.C.1

0.0007

0.0000

0.033e-03

-0.850e-03

-0.000e-03

Ch.C.2

-0.0002

-0.0011

0.0009

1.157e-03

0.096e-03

-0.003e-03

Ch.C.(w1)

0.0000

0.0001

0.001e-03

-0.002e-03

0.000e-03

Ch.C.1

0.0028

-0.0001

-0.0012

-0.096e-03

-1.460e-03

0.049e-03

Ch.C.2

0.0000

-0.0029

-0.0008

1.539e-03

0.041e-03

-0.030e-03

Ch.C.(w1)

0.0000

0.0001

0.001e-03

0.000e-03

Ch.C.1

0.0028

-0.0001

0.0013

0.047e-03

-1.388e-03

0.050e-03

Ch.C.2

-0.0002

-0.0028

-0.0008

1.615e-03

-0.022e-03

0.034e-03

Ch.C.(w1)

0.0000

0.0001

-0.002e-03

0.000e-03

Ch.C.1

0.0024

-0.0001

0.0000

0.020e-03

-1.401e-03

-0.004e-03

Ch.C.2

-0.0002

-0.0031

0.0017

1.517e-03

-0.050e-03

0.004e-03

Ch.C.(w1)

0.0000

0.0001

0.002e-03

-0.001e-03

0.000e-03

Ch.C.1

0.0052

0.0000

-0.0018

-0.101e-03

-1.836e-03

0.077e-03

Ch.C.2

0.0000

-0.0055

-0.0011

2.003e-03

0.003e-03

-0.049e-03

Ch.C.(w1)

0.0000

0.0001

-0.000e-03

0.002e-03

0.000e-03

Ch.C.1

0.0052

-0.0001

0.0019

0.035e-03

-1.822e-03

0.077e-03

Ch.C.2

-0.0002

-0.0056

-0.0011

2.021e-03

-0.059e-03

0.056e-03

Ch.C.(w1)

0.0000

0.0001

-0.001e-03

0.000e-03

Ch.C.1

0.0048

-0.0001

0.0001

-0.021e-03

-1.814e-03

-0.009e-03

Projectnaam Omschrijving Opdrachtgever

K13

K14

K15

K16

K17

K18

K19

K20

K21

K22

K23

-0.0001

-0.0057

0.0024

1.954e-03

-0.041e-03

0.0000

0.0001

0.000e-03

Ch.C.1

0.0083

0.0001

-0.0023

-0.044e-03

-2.273e-03

0.103e-03

Ch.C.2

0.0000

-0.0089

-0.0014

2.454e-03

-0.000e-03

-0.065e-03

Ch.C.(w1)

0.0000

0.0001

-0.000e-03

0.000e-03

Ch.C.1

0.0083

-0.0002

0.0025

0.039e-03

-2.272e-03

0.103e-03

Ch.C.2

-0.0001

-0.0089

-0.0014

2.457e-03

-0.006e-03

0.075e-03

Ch.C.(w1)

0.0000

0.0001

-0.000e-03

-0.001e-03

0.000e-03 -0.012e-03

0.0078

0.0000

0.0001

-0.000e-03

-2.213e-03

Ch.C.2

-0.0001

-0.0091

0.0031

2.450e-03

-0.001e-03

0.005e-03

Ch.C.(w1)

0.0000

0.0001

0.000e-03

-0.000e-03

0.000e-03

Ch.C.1

0.0121

0.0002

-0.0028

-0.044e-03

-2.680e-03

0.128e-03

Ch.C.2

0.0000

-0.0129

-0.0017

2.901e-03

0.003e-03

-0.078e-03

Ch.C.(w1)

0.0000

0.0001

0.000e-03

0.001e-03

0.000e-03

Ch.C.1

0.0121

-0.0002

0.0030

0.046e-03

-2.684e-03

0.127e-03

Ch.C.2

-0.0001

-0.0130

-0.0017

2.898e-03

-0.008e-03

0.092e-03

Ch.C.(w1)

0.0000

0.0001

-0.001e-03

-0.000e-03

0.000e-03

Ch.C.1

0.0115

-0.0001

0.0001

-0.005e-03

-2.626e-03

-0.011e-03

Ch.C.2

-0.0001

-0.0131

0.0037

2.888e-03

0.004e-03

0.006e-03

Ch.C.(w1)

0.0000

0.0001

0.000e-03

-0.001e-03

0.000e-03

Ch.C.1

0.0164

0.0002

-0.0032

-0.056e-03

-3.087e-03

0.150e-03

Ch.C.2

0.0000

-0.0176

-0.0019

3.334e-03

0.010e-03

-0.090e-03

Ch.C.(w1)

0.0000

0.0001

0.001e-03

0.000e-03

Ch.C.1

0.0164

-0.0003

0.0035

0.047e-03

-3.080e-03

0.152e-03

Ch.C.2

-0.0001

-0.0176

-0.0019

3.343e-03

-0.015e-03

0.105e-03

Ch.C.(w1)

0.0000

0.0001

-0.001e-03

0.000e-03

0.000e-03 -0.008e-03

Ch.C.1

0.0157

0.0000

0.0001

-0.001e-03

-3.036e-03

Ch.C.2

-0.0001

-0.0178

0.0043

3.315e-03

-0.005e-03

0.008e-03

Ch.C.(w1)

0.0000

0.0002

-0.001e-03

-0.000e-03

0.000e-03

Ch.C.1

0.0213

0.0003

-0.0036

-0.039e-03

-3.480e-03

0.174e-03

Ch.C.2

0.0000

-0.0229

-0.0022

3.750e-03

0.005e-03

-0.099e-03

Ch.C.(w1)

0.0000

0.0002

0.001e-03

-0.001e-03

0.000e-03

Ch.C.1

0.0213

-0.0003

0.0039

0.046e-03

-3.481e-03

0.174e-03

Ch.C.2

-0.0001

-0.0230

-0.0022

3.754e-03

-0.001e-03

0.117e-03

Ch.C.(w1)

K28

K29

K30

K31

0.004e-03

Ch.C.1

B.C.

K27

Ing. A. Azaroual m, kN, kNm

Ch.C.(w1)

K24

K26

Projectnummer Constructeur Eenheden

Ch.C.2

Knoop

K25

VFZ Controle sterkte

0.0000

0.0002

0.000e-03

0.001e-03

0.000e-03

Ch.C.1

0.0206

-0.0001

0.0001

0.006e-03

-3.411e-03

-0.003e-03

Ch.C.2

-0.0001

-0.0231

0.0048

3.748e-03

0.008e-03

0.009e-03

Ch.C.(w1)

0.0000

0.0002

-0.002e-03

0.000e-03

0.001e-03

Ch.C.1

0.0268

0.0003

-0.0039

-0.018e-03

-3.806e-03

0.196e-03

Ch.C.2

0.0001

-0.0288

-0.0024

4.112e-03

-0.007e-03

-0.108e-03 0.001e-03

Ch.C.(w1)

0.0000

0.0002

0.001e-03

-0.002e-03

Ch.C.1

0.0269

-0.0004

0.0043

0.049e-03

-3.832e-03

0.196e-03

Ch.C.2

-0.0001

-0.0289

-0.0024

4.092e-03

0.007e-03

0.129e-03

Ch.C.(w1)

0.0000

0.0002

0.001e-03

0.002e-03

0.001e-03

Ch.C.1

0.0259

0.0000

0.0002

-0.002e-03

-3.728e-03

0.002e-03

Ch.C.2

-0.0001

-0.0290

0.0053

4.116e-03

0.029e-03

0.010e-03

Ch.C.(w1)

0.0000

0.0002

-0.001e-03

-0.000e-03

0.001e-03

Ch.C.1

0.0331

0.0003

-0.0045

-0.023e-03

-4.515e-03

0.260e-03

Ch.C.2

0.0000

-0.0355

-0.0027

4.858e-03

0.005e-03

-0.130e-03 0.001e-03

Ch.C.(w1)

0.0000

0.0002

0.001e-03

-0.001e-03

Ch.C.1

0.0331

-0.0005

0.0049

0.057e-03

-4.524e-03

0.254e-03

Ch.C.2

-0.0002

-0.0356

-0.0027

4.852e-03

0.013e-03

0.161e-03

Ch.C.(w1)

0.0000

0.0002

0.000e-03

0.001e-03

Ch.C.1

0.0321

-0.0001

0.0002

0.006e-03

-4.435e-03

0.020e-03

Ch.C.2

-0.0001

-0.0358

0.0060

4.860e-03

0.022e-03

0.010e-03

Ch.C.(w1)

0.0000

0.0002

0.001e-03

-0.001e-03

0.001e-03

Projectnaam Omschrijving Opdrachtgever

K32

K33

K34

K35

K36

K37

K38

K39

K40

K41

K42

K43

VFZ Controle sterkte

Projectnummer Constructeur Eenheden

Ing. A. Azaroual m, kN, kNm

Ch.C.1

0.0403

0.0003

-0.0050

-0.061e-03

-5.082e-03

0.314e-03

Ch.C.2

0.0001

-0.0433

-0.0030

5.476e-03

0.009e-03

-0.149e-03

Ch.C.(w1)

0.0000

0.0002

0.000e-03

0.001e-03

Ch.C.1

0.0404

-0.0005

0.0054

0.056e-03

-5.082e-03

0.315e-03

Ch.C.2

-0.0002

-0.0433

-0.0030

5.479e-03

-0.019e-03

0.184e-03

Ch.C.(w1)

0.0000

0.0002

-0.001e-03

-0.000e-03

0.001e-03

Ch.C.1

0.0392

-0.0001

0.0002

-0.004e-03

-5.034e-03

0.043e-03

Ch.C.2

-0.0001

-0.0436

0.0067

5.454e-03

-0.007e-03

0.017e-03 0.001e-03

Ch.C.(w1)

0.0000

0.0003

0.001e-03

-0.000e-03

Ch.C.1

0.0484

0.0004

-0.0054

-0.100e-03

-5.629e-03

0.370e-03

Ch.C.2

0.0000

-0.0520

-0.0033

6.093e-03

-0.005e-03

-0.159e-03

Ch.C.(w1)

0.0000

0.0003

-0.000e-03

0.000e-03

0.001e-03

Ch.C.1

0.0484

-0.0006

0.0059

0.050e-03

-5.644e-03

0.368e-03

Ch.C.2

-0.0002

-0.0521

-0.0032

6.081e-03

-0.066e-03

0.203e-03

Ch.C.(w1)

0.0000

0.0003

-0.000e-03

0.001e-03

Ch.C.1

0.0471

-0.0001

0.0002

-0.026e-03

-5.602e-03

0.074e-03

Ch.C.2

-0.0001

-0.0522

0.0073

6.039e-03

-0.019e-03

0.019e-03 0.001e-03

Ch.C.(w1)

0.0000

0.0003

-0.000e-03

-0.002e-03

Ch.C.1

0.0573

0.0006

-0.0057

-0.110e-03

-6.281e-03

0.417e-03

Ch.C.2

0.0001

-0.0616

-0.0034

6.665e-03

0.052e-03

-0.165e-03

Ch.C.(w1)

0.0000

0.0003

0.002e-03

0.001e-03

Ch.C.1

0.0573

-0.0006

0.0063

0.043e-03

-6.178e-03

0.422e-03

Ch.C.2

0.0000

-0.0616

-0.0035

6.772e-03

-0.009e-03

0.211e-03

Ch.C.(w1)

0.0000

0.0003

-0.001e-03

0.001e-03

0.001e-03 0.111e-03

Ch.C.1

0.0560

0.0000

0.0003

0.030e-03

-6.170e-03

Ch.C.2

-0.0001

-0.0617

0.0077

6.643e-03

-0.040e-03

0.027e-03

Ch.C.(w1)

0.0000

0.0003

0.000e-03

-0.001e-03

0.002e-03

Ch.C.1

0.0671

0.0007

-0.0060

-0.062e-03

-6.656e-03

0.470e-03

Ch.C.2

0.0000

-0.0719

-0.0036

7.158e-03

-0.004e-03

-0.167e-03

Ch.C.(w1)

0.0000

0.0003

0.001e-03

0.002e-03

Ch.C.1

0.0669

-0.0007

0.0066

0.044e-03

-6.659e-03

0.471e-03

Ch.C.2

-0.0001

-0.0722

-0.0036

7.156e-03

-0.029e-03

0.223e-03

Ch.C.(w1)

0.0000

0.0003

-0.001e-03

0.000e-03

0.002e-03

Ch.C.1

0.0656

-0.0001

0.0003

-0.019e-03

-6.614e-03

0.151e-03

Ch.C.2

0.0000

-0.0721

0.0081

7.134e-03

-0.003e-03

0.029e-03

Ch.C.(w1)

0.0000

0.0003

0.001e-03

0.002e-03

Ch.C.1

0.0772

0.0007

-0.0062

-0.012e-03

-6.997e-03

0.519e-03

Ch.C.2

0.0001

-0.0830

-0.0037

7.590e-03

-0.006e-03

-0.168e-03

Knoop

B.C.

K44

Ch.C.(w1)

0.0000

0.0003

-0.001e-03

0.000e-03

0.002e-03

Ch.C.1

0.0773

-0.0007

0.0068

0.072e-03

-7.070e-03

0.519e-03

Ch.C.2

0.0000

-0.0831

-0.0037

7.522e-03

-0.020e-03

0.232e-03

Ch.C.(w1)

0.0000

0.0003

0.000e-03

-0.001e-03

0.002e-03 0.193e-03

K45

K46

K47

K48

K49

Ch.C.1

0.0758

0.0000

0.0003

-0.017e-03

-7.013e-03

Ch.C.2

-0.0001

-0.0831

0.0084

7.562e-03

0.032e-03

Ch.C.(w1)

0.0000

0.0003

0.001e-03

-0.001e-03

0.002e-03

Ch.C.1

0.0882

0.0007

-0.0063

-0.015e-03

-7.531e-03

0.565e-03

Ch.C.2

0.0000

-0.0948

-0.0038

8.164e-03

0.012e-03

-0.159e-03

Ch.C.(w1)

0.0000

0.0003

-0.000e-03

0.001e-03

0.002e-03

Ch.C.1

0.0882

-0.0008

0.0070

0.092e-03

-7.608e-03

0.561e-03

Ch.C.2

-0.0001

-0.0949

-0.0038

8.094e-03

-0.020e-03

0.233e-03

Ch.C.(w1)

0.0000

0.0003

-0.001e-03

0.002e-03

Ch.C.1

0.0867

-0.0001

0.0003

-0.018e-03

-7.514e-03

0.242e-03

Ch.C.2

-0.0001

-0.0949

0.0086

8.081e-03

0.049e-03

0.033e-03

Ch.C.(w1)

0.0000

0.0004

0.000e-03

0.002e-03

Ch.C.1

0.0997

0.0007

-0.0064

-0.041e-03

-7.893e-03

0.609e-03

Ch.C.2

0.0001

-0.1074

-0.0038

8.548e-03

-0.030e-03

-0.154e-03

Projectnaam Omschrijving Opdrachtgever K50

K51

K52

K53

K54

K55

K56

K57

K58

K59

K60

K61

K62

K63

VFZ Controle sterkte

Projectnummer Constructeur Eenheden

Ing. A. Azaroual m, kN, kNm

Ch.C.(w1)

0.0000

0.0004

-0.000e-03

0.000e-03

0.002e-03

Ch.C.1

0.1000

-0.0009

0.0071

0.068e-03

-7.972e-03

0.608e-03

Ch.C.2

0.0001

-0.1072

-0.0038

8.456e-03

-0.054e-03

0.234e-03

Ch.C.(w1)

0.0000

0.0004

-0.000e-03

0.002e-03 0.291e-03

Ch.C.1

0.0983

0.0001

0.0004

-0.056e-03

-7.862e-03

Ch.C.2

-0.0002

-0.1074

0.0088

8.482e-03

0.038e-03

0.037e-03

Ch.C.(w1)

0.0000

0.0004

-0.001e-03

-0.000e-03

0.003e-03

Ch.C.1

0.1097

0.0008

-0.0066

-0.079e-03

-8.601e-03

0.704e-03

Ch.C.2

0.0000

-0.1178

-0.0040

9.060e-03

0.019e-03

-0.141e-03 0.003e-03

Ch.C.(w1)

0.0000

0.0004

0.000e-03

-0.001e-03

Ch.C.1

0.1097

-0.0009

0.0074

0.003e-03

-8.480e-03

0.705e-03

Ch.C.2

-0.0001

-0.1179

-0.0040

9.193e-03

0.037e-03

0.234e-03 0.003e-03

Ch.C.(w1)

0.0000

0.0004

0.000e-03

0.001e-03

Ch.C.1

0.1081

-0.0001

0.0004

0.048e-03

-8.456e-03

0.398e-03

Ch.C.2

-0.0001

-0.1179

0.0091

9.150e-03

-0.060e-03

0.046e-03 0.003e-03

Ch.C.(w1)

0.0000

0.0004

0.001e-03

-0.001e-03

Ch.C.1

0.1203

0.0009

-0.0068

-0.096e-03

-9.127e-03

0.794e-03

Ch.C.2

0.0001

-0.1292

-0.0041

9.724e-03

-0.029e-03

-0.121e-03

Ch.C.(w1)

0.0000

0.0004

0.001e-03

← Vorig deel Volgend deel →

De tekst is automatisch uit het bestand gehaald en kan afwijken van het origineel (kolommen, tabellen en koppen lopen door elkaar). Het officiële stuk bij de gemeente is leidend. Bron: https://api1.ibabs.eu/publicdownload.aspx?site=aalsmeer&id=c8c2ff7b-b77e-4ee6-8efe-76efa7b3be34