06. Constructieberekening -3D vakwerkberekening, ontvangen op 09-07-2024
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0.002e-03
0.003e-03
Ch.C.1
0.1204
-0.0009
0.0076
0.008e-03
-9.095e-03
0.800e-03
Ch.C.2
0.0000
-0.1292
-0.0041
9.764e-03
-0.035e-03
0.227e-03
Ch.C.(w1)
0.0000
0.0000
0.0004
-0.002e-03
-0.000e-03
0.003e-03
Ch.C.1
0.1186
0.0000
0.0004
-0.007e-03
-9.049e-03
0.511e-03
Ch.C.2
-0.0001
-0.1293
0.0093
9.728e-03
-0.055e-03
0.057e-03 0.003e-03
Ch.C.(w1)
0.0000
0.0000
0.0004
-0.000e-03
-0.000e-03
Ch.C.1
0.1315
0.0009
-0.0069
-0.096e-03
-9.471e-03
0.888e-03
Ch.C.2
0.0000
-0.1411
-0.0041
10.118e-03
0.003e-03
-0.102e-03 0.003e-03
Ch.C.(w1)
0.0000
0.0000
0.0004
0.000e-03
-0.000e-03
Ch.C.1
0.1314
-0.0009
0.0078
0.038e-03
-9.448e-03
0.893e-03
Ch.C.2
0.0000
-0.1413
-0.0041
10.150e-03
-0.041e-03
0.224e-03
Ch.C.(w1)
0.0000
0.0000
0.0004
0.000e-03
0.000e-03
0.003e-03
Ch.C.1
0.1297
-0.0001
0.0004
-0.009e-03
-9.429e-03
0.623e-03
Ch.C.2
0.0000
-0.1412
0.0095
10.109e-03
-0.023e-03
0.063e-03
Ch.C.(w1)
0.0000
0.0000
0.0004
-0.000e-03
-0.002e-03
0.004e-03
Ch.C.1
0.1431
0.0010
-0.0069
-0.085e-03
-9.963e-03
0.977e-03
Ch.C.2
0.0001
-0.1536
-0.0041
10.602e-03
0.029e-03
-0.078e-03 0.004e-03
Ch.C.(w1)
0.0000
0.0000
0.0004
0.002e-03
0.001e-03
Ch.C.1
0.1431
-0.0009
0.0078
0.048e-03
-9.907e-03
0.984e-03
Ch.C.2
0.0001
-0.1536
-0.0041
10.664e-03
-0.015e-03
0.213e-03
Ch.C.(w1)
0.0000
0.0000
0.0004
-0.001e-03
0.001e-03
0.004e-03
Ch.C.1
0.1413
0.0000
0.0004
-0.003e-03
-9.856e-03
0.740e-03
Ch.C.2
0.0000
-0.1536
0.0096
10.569e-03
-0.006e-03
0.073e-03
Knoop
B.C.
X
Y
Z
Xr
Yr
Zr
K64
Ch.C.(w1)
0.0000
0.0000
0.0005
-0.000e-03
-0.001e-03
0.004e-03
Ch.C.1
0.1553
0.0011
-0.0069
-0.078e-03
-10.216e-03
1.068e-03
Ch.C.2
0.0000
-0.1665
-0.0041
10.952e-03
-0.011e-03
-0.053e-03 0.004e-03
K65
K66
K67
K68
Ch.C.(w1)
0.0000
0.0000
0.0005
0.001e-03
0.000e-03
Ch.C.1
0.1552
-0.0009
0.0079
0.046e-03
-10.240e-03
1.075e-03
Ch.C.2
0.0000
-0.1667
-0.0041
10.937e-03
-0.058e-03
0.205e-03
Ch.C.(w1)
0.0000
0.0000
0.0005
-0.001e-03
0.001e-03
0.004e-03
Ch.C.1
0.1534
0.0000
0.0005
-0.020e-03
-10.188e-03
0.857e-03
Ch.C.2
0.0000
-0.1666
0.0096
10.910e-03
-0.003e-03
0.080e-03
Ch.C.(w1)
0.0000
0.0000
0.0005
-0.000e-03
-0.002e-03
0.005e-03
Ch.C.1
0.1676
0.0011
-0.0068
-0.059e-03
-10.519e-03
1.157e-03
Ch.C.2
0.0001
-0.1798
-0.0040
11.227e-03
0.025e-03
-0.028e-03
Ch.C.(w1)
0.0000
0.0000
0.0005
0.002e-03
0.001e-03
0.005e-03
Ch.C.1
0.1676
-0.0010
0.0078
0.052e-03
-10.499e-03
1.166e-03
21
Projectnaam Omschrijving Opdrachtgever
K69
K70
K71
K72
K73
K74
K75
K76
K77
K78
K79
K80
K81
K82
K83
VFZ Controle sterkte
Projectnummer Constructeur Eenheden
Ing. A. Azaroual m, kN, kNm
Ch.C.2
0.0002
-0.1799
-0.0040
11.258e-03
-0.021e-03
0.194e-03
Ch.C.(w1)
0.0000
0.0000
0.0005
-0.001e-03
0.001e-03
0.005e-03
Ch.C.1
0.1658
0.0001
0.0005
0.006e-03
-10.490e-03
0.976e-03
Ch.C.2
0.0000
-0.1798
0.0095
11.200e-03
-0.004e-03
0.090e-03
Ch.C.(w1)
0.0000
0.0000
0.0005
-0.000e-03
-0.002e-03
0.005e-03
Ch.C.1
0.1805
0.0011
-0.0067
-0.015e-03
-10.756e-03
1.246e-03
Ch.C.2
0.0000
-0.1934
-0.0040
11.490e-03
0.006e-03
-0.002e-03 0.005e-03
Ch.C.(w1)
0.0000
0.0000
0.0005
0.002e-03
0.001e-03
Ch.C.1
0.1803
-0.0010
0.0077
0.044e-03
-10.766e-03
1.255e-03
Ch.C.2
0.0001
-0.1937
-0.0039
11.488e-03
-0.004e-03
0.184e-03
Ch.C.(w1)
0.0000
0.0000
0.0005
-0.001e-03
0.001e-03
0.005e-03
Ch.C.1
0.1786
0.0000
0.0005
-0.014e-03
-10.734e-03
1.095e-03
Ch.C.2
0.0000
-0.1935
0.0094
11.468e-03
0.021e-03
0.097e-03
Ch.C.(w1)
0.0000
0.0000
0.0005
0.001e-03
0.003e-03
0.005e-03
Ch.C.1
0.1933
0.0011
-0.0065
0.010e-03
-10.805e-03
1.337e-03
Ch.C.2
0.0001
-0.2073
-0.0038
11.617e-03
-0.072e-03
0.021e-03 0.005e-03
Ch.C.(w1)
0.0000
0.0000
0.0005
-0.003e-03
-0.001e-03
Ch.C.1
0.1934
-0.0010
0.0075
0.005e-03
-10.913e-03
1.345e-03
Ch.C.2
0.0002
-0.2074
-0.0038
11.518e-03
-0.040e-03
0.178e-03
Ch.C.(w1)
0.0000
0.0000
0.0005
0.002e-03
-0.002e-03
0.005e-03
Ch.C.1
0.1916
0.0001
0.0005
-0.050e-03
-10.840e-03
1.211e-03
Ch.C.2
0.0000
-0.2073
0.0092
11.615e-03
0.025e-03
0.105e-03
Ch.C.(w1)
0.0000
0.0000
0.0005
0.006e-03
-0.001e-03
0.006e-03
Ch.C.1
0.2065
0.0011
-0.0063
-0.028e-03
-11.097e-03
1.422e-03
Ch.C.2
0.0001
-0.2213
-0.0037
11.717e-03
0.022e-03
0.047e-03
Ch.C.(w1)
0.0000
0.0000
0.0005
-0.002e-03
0.005e-03
0.006e-03
Ch.C.1
0.2065
-0.0009
0.0073
-0.016e-03
-10.999e-03
1.435e-03
Ch.C.2
0.0001
-0.2215
-0.0037
11.823e-03
0.045e-03
0.165e-03
Ch.C.(w1)
0.0000
0.0000
0.0005
-0.003e-03
-0.005e-03
0.006e-03
Ch.C.1
0.2047
0.0000
0.0005
0.035e-03
-11.023e-03
1.330e-03
Ch.C.2
0.0000
-0.2214
0.0089
11.775e-03
-0.043e-03
0.115e-03
Ch.C.(w1)
0.0000
0.0000
0.0005
0.003e-03
-0.003e-03
0.006e-03
Ch.C.1
0.2198
0.0010
-0.0061
-0.008e-03
-11.140e-03
1.510e-03
Ch.C.2
0.0001
-0.2355
-0.0035
11.910e-03
-0.050e-03
0.072e-03 0.006e-03
Ch.C.(w1)
0.0000
0.0000
0.0005
0.001e-03
0.004e-03
Ch.C.1
0.2198
-0.0009
0.0071
0.022e-03
-11.194e-03
1.523e-03
Ch.C.2
0.0001
-0.2356
-0.0035
11.865e-03
-0.026e-03
0.155e-03
Ch.C.(w1)
0.0000
0.0000
0.0005
-0.004e-03
-0.002e-03
0.006e-03
Ch.C.1
0.2181
0.0001
0.0005
-0.042e-03
-11.146e-03
1.448e-03
Ch.C.2
0.0000
-0.2356
0.0086
11.914e-03
0.010e-03
0.122e-03
Ch.C.(w1)
0.0000
0.0000
0.0005
-0.006e-03
0.001e-03
0.007e-03
Ch.C.1
0.2310
0.0011
-0.0061
-0.084e-03
-11.280e-03
1.545e-03
Ch.C.2
0.0002
-0.2475
-0.0036
12.169e-03
-0.035e-03
0.083e-03 0.007e-03
Ch.C.(w1)
0.0000
0.0000
0.0005
0.002e-03
-0.006e-03
Ch.C.1
0.2311
-0.0009
0.0072
0.054e-03
-11.388e-03
1.560e-03
Ch.C.2
0.0001
-0.2476
-0.0036
12.062e-03
-0.128e-03
0.150e-03
Knoop
B.C.
X
Y
Z
Xr
Yr
Zr
K84
Ch.C.(w1)
0.0000
0.0000
0.0005
0.004e-03
0.004e-03
0.007e-03
Ch.C.1
0.2293
0.0001
0.0005
-0.070e-03
-11.325e-03
1.496e-03
Ch.C.2
0.0000
-0.2476
0.0087
12.041e-03
0.016e-03
0.127e-03
Ch.C.(w1)
0.0000
0.0000
0.0005
0.001e-03
-0.001e-03
0.009e-03
Ch.C.1
0.2424
0.0012
-0.0061
-0.218e-03
-11.654e-03
1.577e-03
Ch.C.2
0.0001
-0.2598
-0.0036
12.193e-03
0.196e-03
0.092e-03
Ch.C.(w1)
0.0000
0.0000
0.0005
0.001e-03
0.001e-03
0.009e-03
Ch.C.1
0.2425
-0.0010
0.0072
0.026e-03
-11.335e-03
1.600e-03
Ch.C.2
0.0003
-0.2599
-0.0036
12.505e-03
-0.018e-03
0.143e-03
Ch.C.(w1)
0.0000
0.0000
0.0005
-0.002e-03
-0.000e-03
0.009e-03
K85
K86
K87
22
Projectnaam Omschrijving Opdrachtgever
K88
K89
K90
K91
K92
K93
-
VFZ Controle sterkte
Projectnummer Constructeur Eenheden
Ing. A. Azaroual m, kN, kNm
Ch.C.1
0.2408
0.0002
0.0005
0.120e-03
-11.539e-03
Ch.C.2
0.0000
-0.2596
0.0088
12.126e-03
-0.131e-03
1.544e-03 0.136e-03
Ch.C.(w1)
0.0000
0.0000
0.0005
0.000e-03
-0.001e-03
0.010e-03 1.609e-03
Ch.C.1
0.2541
0.0014
-0.0061
0.048e-03
-11.342e-03
Ch.C.2
-0.0001
-0.2718
-0.0036
11.903e-03
0.038e-03
0.100e-03
Ch.C.(w1)
0.0000
0.0000
0.0005
0.001e-03
0.001e-03
0.010e-03
Ch.C.1
0.2537
-0.0010
0.0072
-0.015e-03
-11.230e-03
1.641e-03
Ch.C.2
0.0002
-0.2723
-0.0036
12.027e-03
0.136e-03
0.136e-03
Ch.C.(w1)
0.0000
0.0000
0.0005
-0.001e-03
0.000e-03
0.010e-03
Ch.C.1
0.2522
-0.0001
0.0005
0.084e-03
-11.211e-03
1.592e-03
Ch.C.2
0.0002
-0.2718
0.0088
12.038e-03
-0.011e-03
0.146e-03
Ch.C.(w1)
0.0000
0.0000
0.0005
0.001e-03
-0.005e-03
0.011e-03
Ch.C.1
0.2650
0.0011
-0.0062
0.288e-03
-10.623e-03
1.646e-03
Ch.C.2
0.0002
-0.2836
-0.0036
11.769e-03
-0.416e-03
0.109e-03 0.011e-03
Ch.C.(w1)
0.0000
0.0000
0.0005
0.004e-03
0.004e-03
Ch.C.1
0.2650
-0.0009
0.0072
-0.018e-03
-11.233e-03
1.676e-03
Ch.C.2
0.0002
-0.2838
-0.0036
11.132e-03
-0.061e-03
0.135e-03
Ch.C.(w1)
0.0000
0.0000
0.0005
-0.005e-03
0.002e-03
0.011e-03
Ch.C.1
0.2632
0.0001
0.0005
-0.309e-03
-10.786e-03
1.637e-03
Ch.C.2
0.0000
-0.2837
0.0088
11.821e-03
0.227e-03
0.148e-03
m
m
m
rad
rad
rad
-
UITGANGSPUNTEN VAN DE ANALYSE Lineaire Elastische Analyse uitgevoerd
KNIKLENGTEGEGEVENS Staaf
Profiel
Lokale Y-as
Lokale Z-as
Lsys
methode
Lbuc
Lbuc/Lsys
Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer
1.200
1.00
1.200
1.00
2.251
1.50
3.321
1.00
2.251
1.50
3.321
1.00
2.251
1.50
3.321
1.00
2.251
1.50
3.254
1.00
2.251
1.50
3.254
1.00
2.251
1.50
3.254
1.00
C1 - V1 (0.000-1.200)
P10
1.200
C2 - V1 (0.000-1.200)
P16
1.200
C3 - V1 (0.000-1.501)
P1
1.500
C4 - V1 (0.000-3.321)
P2
3.320
C5 - V1 (0.000-1.501)
P1
1.500
C6 - V1 (0.000-3.321)
P2
3.320
C7 - V1 (0.000-1.501)
P1
1.500
C8 - V1 (0.000-3.321)
P2
3.320
C9 - V1 (0.000-1.501)
P1
1.500
C10 - V1 (0.000-3.254)
P2
3.250
C11 - V1 (0.000-1.501)
P1
1.500
C12 - V1 (0.000-3.254)
P2
3.250
C13 - V1 (0.000-1.501)
P1
1.500
C14 - V1 (0.000-3.254)
P2
3.250
Staaf
Profiel
methode
Lbuc
Lbuc/Lsys
Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer
1.200
1.00
1.200
1.00
2.251
1.50
3.321
1.00
2.251
1.50
3.321
1.00
2.251
1.50
3.321
1.00
2.251
1.50
3.254
1.00
2.251
1.50
3.254
1.00
2.251
1.50
3.254
1.00
Lokale Y-as
Lokale Z-as
Lsys
methode
Lbuc
Lbuc/Lsys
Handmatige Invoer Handmatige Invoer Handmatige
2.251
1.50
3.188
1.00
2.251
1.50
C15 - V1 (0.000-1.501)
P1
1.500
C16 - V1 (0.000-3.188)
P2
3.190
C17 - V1 (0.000-1.501)
P1
1.500
methode
Lbuc
Lbuc/Lsys
Handmatige Invoer Handmatige Invoer Handmatige
2.251
1.50
3.188
1.00
2.251
1.50
23
Projectnaam Omschrijving Opdrachtgever
VFZ Controle sterkte
C18 - V1 (0.000-3.188)
P2
3.190
C19 - V1 (0.000-1.501)
P1
1.500
C20 - V1 (0.000-3.188)
P2
3.190
C21 - V1 (0.000-1.501)
P1
1.500
C22 - V1 (0.000-3.122)
P2
3.120
C23 - V1 (0.000-1.501)
P1
1.500
C24 - V1 (0.000-3.122)
P2
3.120
C25 - V1 (0.000-1.501)
P1
1.500
C26 - V1 (0.000-3.122)
P2
3.120
C27 - V1 (0.000-1.501)
P1
1.500
C28 - V1 (0.000-3.056)
P2
3.060
C29 - V1 (0.000-3.056)
P2
3.060
C30 - V1 (0.000-1.501)
P1
1.500
C31 - V1 (0.000-3.056)
P2
3.060
C32 - V1 (0.000-1.501)
P1
1.500
C33 - V1 (0.000-1.501)
P1
1.500
C34 - V1 (0.000-2.991)
P2
2.990
C35 - V1 (0.000-1.501)
P1
1.500
C36 - V1 (0.000-2.991)
P2
2.990
C37 - V1 (0.000-1.501)
P1
1.500
C38 - V1 (0.000-2.991)
P2
2.990
C39 - V1 (0.000-1.501)
P1
1.500
C40 - V1 (0.000-2.926)
P2
2.930
C41 - V1 (0.000-1.501)
P1
1.500
C42 - V1 (0.000-2.926)
P2
2.930
C43 - V1 (0.000-1.501)
P1
1.500
C44 - V1 (0.000-2.926)
P2
2.930
C45 - V1 (0.000-1.501)
P1
1.500
C46 - V1 (0.000-2.862)
P2
2.860
C47 - V1 (0.000-1.501)
P1
1.500
C48 - V1 (0.000-2.862)
P2
2.860
C49 - V1 (0.000-1.501)
P1
1.500
C50 - V1 (0.000-2.862)
P2
2.860
C51 - V1 (0.000-2.799)
P6
2.800
C52 - V1 (0.000-1.501)
P5
1.500
C53 - V1 (0.000-2.799)
P6
2.800
C54 - V1 (0.000-1.501)
P5
1.500
Projectnummer Constructeur Eenheden Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige
3.188
1.00
2.251
1.50
3.188
1.00
2.251
1.50
3.122
1.00
2.251
1.50
3.122
1.00
2.251
1.50
3.122
1.00
2.251
1.50
3.056
1.00
3.056
1.00
2.251
1.50
3.056
1.00
2.251
1.50
2.251
1.50
2.991
1.00
2.251
1.50
2.991
1.00
2.251
1.50
2.991
1.00
2.251
1.50
2.926
1.00
2.251
1.50
2.926
1.00
2.251
1.50
2.926
1.00
2.251
1.50
2.862
1.00
2.251
1.50
2.862
1.00
2.251
1.50
2.862
1.00
2.799
1.00
2.251
1.50
2.799
1.00
2.251
1.50
Ing. A. Azaroual m, kN, kNm Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige
3.188
1.00
2.251
1.50
3.188
1.00
2.251
1.50
3.122
1.00
2.251
1.50
3.122
1.00
2.251
1.50
3.122
1.00
2.251
1.50
3.056
1.00
3.056
1.00
2.251
1.50
3.056
1.00
2.251
1.50
2.251
1.50
2.991
1.00
2.251
1.50
2.991
1.00
2.251
1.50
2.991
1.00
2.251
1.50
2.926
1.00
2.251
1.50
2.926
1.00
2.251
1.50
2.926
1.00
2.251
1.50
2.862
1.00
2.251
1.50
2.862
1.00
2.251
1.50
2.862
1.00
2.799
1.00
2.251
1.50
2.799
1.00
2.251
1.50
24
Projectnaam Omschrijving Opdrachtgever
VFZ Controle sterkte
Projectnummer Constructeur Eenheden Invoer
Staaf
Profiel
Ing. A. Azaroual m, kN, kNm Invoer
Lokale Y-as
Lokale Z-as
Lsys
methode
Lbuc
Lbuc/Lsys
Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige
2.251
1.50
2.799
1.00
2.251
1.50
2.736
1.00
2.251
1.50
2.736
1.00
2.251
1.50
2.736
1.00
2.251
1.50
2.673
1.00
2.251
1.50
2.673
1.00
2.251
1.50
2.673
1.00
2.251
1.50
2.611
1.00
2.251
1.50
2.611
1.00
2.251
1.50
2.611
1.00
2.251
1.50
2.550
1.00
2.550
1.00
2.251
1.50
2.550
1.00
2.251
1.50
2.251
1.50
2.490
1.00
2.251
1.50
2.490
1.00
2.251
1.50
2.490
1.00
2.251
1.50
2.431
1.00
2.251
1.50
C55 - V1 (0.000-1.501)
P5
1.500
C56 - V1 (0.000-2.799)
P6
2.800
C57 - V1 (0.000-1.501)
P5
1.500
C58 - V1 (0.000-2.736)
P6
2.740
C59 - V1 (0.000-1.501)
P5
1.500
C60 - V1 (0.000-2.736)
P6
2.740
C61 - V1 (0.000-1.501)
P5
1.500
C62 - V1 (0.000-2.736)
P6
2.740
C63 - V1 (0.000-1.501)
P5
1.500
C64 - V1 (0.000-2.673)
P6
2.670
C65 - V1 (0.000-1.501)
P5
1.500
C66 - V1 (0.000-2.673)
P6
2.670
C67 - V1 (0.000-1.501)
P5
1.500
C68 - V1 (0.000-2.673)
P6
2.670
C69 - V1 (0.000-1.501)
P5
1.500
C70 - V1 (0.000-2.611)
P6
2.610
C71 - V1 (0.000-1.501)
P5
1.500
C72 - V1 (0.000-2.611)
P6
2.610
C73 - V1 (0.000-1.501)
P5
1.500
C74 - V1 (0.000-2.611)
P6
2.610
C75 - V1 (0.000-1.501)
P5
1.500
C76 - V1 (0.000-2.550)
P6
2.550
C77 - V1 (0.000-2.550)
P6
2.550
C78 - V1 (0.000-1.501)
P5
1.500
C79 - V1 (0.000-2.550)
P6
2.550
C80 - V1 (0.000-1.501)
P5
1.500
C81 - V1 (0.000-1.501)
P5
1.500
C82 - V1 (0.000-2.490)
P6
2.490
C83 - V1 (0.000-1.501)
P5
1.500
C84 - V1 (0.000-2.490)
P6
2.490
C85 - V1 (0.000-1.501)
P5
1.500
C86 - V1 (0.000-2.490)
P6
2.490
C87 - V1 (0.000-1.501)
P5
1.500
C88 - V1 (0.000-2.431)
P6
2.430
C89 - V1 (0.000-1.501)
P5
1.500
methode
Lbuc
Lbuc/Lsys
Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige
2.251
1.50
2.799
1.00
2.251
1.50
2.736
1.00
2.251
1.50
2.736
1.00
2.251
1.50
2.736
1.00
2.251
1.50
2.673
1.00
2.251
1.50
2.673
1.00
2.251
1.50
2.673
1.00
2.251
1.50
2.611
1.00
2.251
1.50
2.611
1.00
2.251
1.50
2.611
1.00
2.251
1.50
2.550
1.00
2.550
1.00
2.251
1.50
2.550
1.00
2.251
1.50
2.251
1.50
2.490
1.00
2.251
1.50
2.490
1.00
2.251
1.50
2.490
1.00
2.251
1.50
2.431
1.00
2.251
1.50
25
Projectnaam Omschrijving Opdrachtgever
VFZ Controle sterkte
Projectnummer Constructeur Eenheden
C90 - V1 (0.000-2.431)
P6
2.430
C91 - V1 (0.000-1.501)
P5
1.500
C92 - V1 (0.000-2.431)
P6
2.430
C93 - V1 (0.000-1.501)
P5
1.500
C94 - V1 (0.000-2.372)
P6
2.370
Staaf
Profiel Lsys
methode
Lbuc
Lbuc/Lsys
C95 - V1 (0.000-1.501)
P5
1.500
2.251
1.50
C96 - V1 (0.000-2.372)
P6
2.370
2.372
1.00
C97 - V1 (0.000-2.372)
P6
2.370
2.372
1.00
C98 - V1 (0.000-1.501)
P5
1.500
2.251
1.50
C99 - V1 (0.000-1.200)
P9
1.200
1.801
1.50
C100 - V1 (0.000-2.139)
P10
2.140
2.139
1.00
C101 - V1 (0.000-1.200)
P9
1.200
1.801
1.50
C102 - V1 (0.000-2.139)
P10
2.140
2.139
1.00
C103 - V1 (0.000-1.200)
P9
1.200
1.801
1.50
C104 - V1 (0.000-2.139)
P10
2.140
2.139
1.00
C105 - V1 (0.000-1.200)
P9
1.200
1.801
1.50
C106 - V1 (0.000-2.089)
P10
2.090
2.089
1.00
C107 - V1 (0.000-1.200)
P9
1.200
1.801
1.50
C108 - V1 (0.000-2.089)
P10
2.090
2.089
1.00
C109 - V1 (0.000-1.200)
P9
1.200
1.801
1.50
C110 - V1 (0.000-2.089)
P10
2.090
2.089
1.00
C111 - V1 (0.000-1.200)
P9
1.200
1.801
1.50
C112 - V1 (0.000-2.040)
P10
2.040
2.040
1.00
C113 - V1 (0.000-1.200)
P9
1.200
1.801
1.50
C114 - V1 (0.000-2.040)
P10
2.040
2.040
1.00
C115 - V1 (0.000-1.200)
P9
1.200
1.801
1.50
C116 - V1 (0.000-2.040)
P10
2.040
2.040
1.00
C117 - V1 (0.000-1.200)
P9
1.200
1.801
1.50
C118 - V1 (0.000-1.992)
P10
1.990
1.992
1.00
C119 - V1 (0.000-1.200)
P9
1.200
1.801
1.50
C120 - V1 (0.000-1.992)
P10
1.990
1.992
1.00
C121 - V1 (0.000-1.200)
P9
1.200
1.801
1.50
C122 - V1 (0.000-1.992)
P10
1.990
1.992
1.00
C123 - V1 (0.000-1.945)
P10
1.940
1.945
1.00
C124 - V1 (0.000-1.200)
P9
1.200
Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige
1.801
1.50
Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer
2.431
1.00
2.251
1.50
2.431
1.00
2.251
1.50
2.372
1.00
Ing. A. Azaroual m, kN, kNm Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer
Lokale Y-as
2.431
1.00
2.251
1.50
2.431
1.00
2.251
1.50
2.372
1.00
Lokale Z-as methode
Lbuc
Lbuc/Lsys
Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige
2.251
1.50
2.372
1.00
2.372
1.00
2.251
1.50
1.801
1.50
2.139
1.00
1.801
1.50
2.139
1.00
1.801
1.50
2.139
1.00
1.801
1.50
2.089
1.00
1.801
1.50
2.089
1.00
1.801
1.50
2.089
1.00
1.801
1.50
2.040
1.00
1.801
1.50
2.040
1.00
1.801
1.50
2.040
1.00
1.801
1.50
1.992
1.00
1.801
1.50
1.992
1.00
1.801
1.50
1.992
1.00
1.945
1.00
1.801
1.50
26
Projectnaam Omschrijving Opdrachtgever
VFZ Controle sterkte
Projectnummer Constructeur Eenheden
C125 - V1 (0.000-1.945)
P10
1.940
C126 - V1 (0.000-1.200)
P9
1.200
C127 - V1 (0.000-1.200)
P9
1.200
C128 - V1 (0.000-1.945)
P10
1.940
C129 - V1 (0.000-1.200)
P9
1.200
C130 - V1 (0.000-1.898)
P10
1.900
C131 - V1 (0.000-1.200)
P9
1.200
C132 - V1 (0.000-1.898)
P10
1.900
C133 - V1 (0.000-1.200)
P9
1.200
C134 - V1 (0.000-1.898)
P10
1.900
Staaf
Profiel Lsys
methode
Lbuc
Lbuc/Lsys
C135 - V1 (0.000-1.200)
P9
1.200
1.801
1.50
C136 - V1 (0.000-1.852)
P10
1.850
1.852
1.00
C137 - V1 (0.000-1.200)
P9
1.200
1.801
1.50
C138 - V1 (0.000-1.852)
P10
1.850
1.852
1.00
C139 - V1 (0.000-1.200)
P9
1.200
1.801
1.50
C140 - V1 (0.000-1.852)
P10
1.850
1.852
1.00
C141 - V1 (0.000-1.200)
P9
1.200
1.801
1.50
C142 - V1 (0.000-1.806)
P10
1.810
1.806
1.00
C143 - V1 (0.000-1.200)
P9
1.200
1.801
1.50
C144 - V1 (0.000-1.806)
P10
1.810
1.806
1.00
C145 - V1 (0.000-1.200)
P9
1.200
1.801
1.50
C146 - V1 (0.000-1.806)
P10
1.810
1.806
1.00
C147 - V1 (0.000-1.200)
P9
1.200
1.801
1.50
C148 - V1 (0.000-1.762)
P10
1.760
1.762
1.00
C149 - V1 (0.000-1.200)
P9
1.200
1.801
1.50
C150 - V1 (0.000-1.762)
P10
1.760
1.762
1.00
C151 - V1 (0.000-1.200)
P9
1.200
1.801
1.50
C152 - V1 (0.000-1.762)
P10
1.760
1.762
1.00
C153 - V1 (0.000-1.200)
P9
1.200
1.801
1.50
C154 - V1 (0.000-1.718)
P10
1.720
1.718
1.00
C155 - V1 (0.000-1.200)
P9
1.200
1.801
1.50
C156 - V1 (0.000-1.718)
P10
1.720
1.718
1.00
C157 - V1 (0.000-1.200)
P9
1.200
1.801
1.50
C158 - V1 (0.000-1.718)
P10
1.720
1.718
1.00
C159 - V1 (0.000-1.200)
P10
1.200
Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige
1.200
1.00
Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer
1.945
1.00
1.801
1.50
1.801
1.50
1.945
1.00
1.801
1.50
1.898
1.00
1.801
1.50
1.898
1.00
1.801
1.50
1.898
1.00
Ing. A. Azaroual m, kN, kNm Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer
Lokale Y-as
1.945
1.00
1.801
1.50
1.801
1.50
1.945
1.00
1.801
1.50
1.898
1.00
1.801
1.50
1.898
1.00
1.801
1.50
1.898
1.00
Lokale Z-as methode
Lbuc
Lbuc/Lsys
Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige
1.801
1.50
1.852
1.00
1.801
1.50
1.852
1.00
1.801
1.50
1.852
1.00
1.801
1.50
1.806
1.00
1.801
1.50
1.806
1.00
1.801
1.50
1.806
1.00
1.801
1.50
1.762
1.00
1.801
1.50
1.762
1.00
1.801
1.50
1.762
1.00
1.801
1.50
1.718
1.00
1.801
1.50
1.718
1.00
1.801
1.50
1.718
1.00
1.200
1.00
27
Projectnaam Omschrijving Opdrachtgever
VFZ Controle sterkte
C160 - V1 (0.000-1.000)
P15
1.000
C161 - V1 (0.000-1.562)
P16
1.560
C162 - V1 (0.000-1.200)
P10
1.200
C163 - V1 (0.000-1.000)
P15
1.000
C164 - V1 (0.000-1.562)
P16
1.560
C165 - V1 (0.000-1.000)
P15
1.000
C166 - V1 (0.000-1.562)
P16
1.560
C167 - V1 (0.000-1.000)
P15
1.000
C168 - V1 (0.000-1.562)
P16
1.560
C169 - V1 (0.000-1.000)
P15
1.000
C170 - V1 (0.000-1.562)
P16
1.560
C171 - V1 (0.000-1.000)
P15
1.000
C172 - V1 (0.000-1.562)
P16
1.560
C173 - V1 (0.000-1.000)
P15
1.000
C174 - V1 (0.000-1.562)
P16
1.560
Staaf
Profiel
Projectnummer Constructeur Eenheden Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer
1.500
1.50
1.562
1.00
1.200
1.00
1.500
1.50
1.562
1.00
1.500
1.50
1.562
1.00
1.500
1.50
1.562
1.00
1.500
1.50
1.562
1.00
1.500
1.50
1.562
1.00
1.500
1.50
1.562
1.00
Ing. A. Azaroual m, kN, kNm Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer
Lokale Y-as methode
Lbuc
Lbuc/Lsys
Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer -
1.500
1.50
1.562
1.00
1.500
1.50
1.562
1.00
1.562
1.00
1.500
1.50
1.562
1.00
1.500
1.50
1.500
1.50
1.562
1.00
1.200
1.00
1.200
1.00
m
-
P15
1.000
C176 - V1 (0.000-1.562)
P16
1.560
C177 - V1 (0.000-1.000)
P15
1.000
C178 - V1 (0.000-1.562)
P16
1.560
C179 - V1 (0.000-1.562)
P16
1.560
C180 - V1 (0.000-1.000)
P15
1.000
C181 - V1 (0.000-1.562)
P16
1.560
C182 - V1 (0.000-1.000)
P15
1.000
C183 - V1 (0.000-1.000)
P15
1.000
C184 - V1 (0.000-1.562)
P16
1.560
C185 - V1 (0.000-1.200)
P16
1.200
C186 - V1 (0.000-1.200)
P16
1.200
-
-
m
1.50
1.562
1.00
1.200
1.00
1.500
1.50
1.562
1.00
1.500
1.50
1.562
1.00
1.500
1.50
1.562
1.00
1.500
1.50
1.562
1.00
1.500
1.50
1.562
1.00
1.500
1.50
1.562
1.00
Lokale Z-as
Lsys C175 - V1 (0.000-1.000)
1.500
methode
Lbuc
Lbuc/Lsys
Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer Handmatige Invoer -
1.500
1.50
1.562
1.00
1.500
1.50
1.562
1.00
1.562
1.00
1.500
1.50
1.562
1.00
1.500
1.50
1.500
1.50
1.562
1.00
1.200
1.00
1.200
1.00
m
-
EXTREME UNITY CHECK NEN-EN1993-1-1:2016/NB:2016 Veld
Toetsing
Combinatie
Artikel
C1-V1 (0.000-1.200)
Doorsnede
Pe.C.2
NEN-EN1993-1-1(NB.33)
UC max
C2-V1 (0.000-1.200)
Doorsnede
Pe.C.2
NEN-EN1993-1-1(NB.33)
0.05
C3-V1 (0.000-1.501)
Doorsnede
Pe.C.4
NEN-EN1993-1-1(6.1)
0.53
C4-V1 (0.000-3.321)
Doorsnede
Pe.C.4
NEN-EN1993-1-1(6.5)
0.25
C5-V1 (0.000-1.501)
Doorsnede
Pe.C.2
NEN-EN1993-1-1(6.1)
0.57
C6-V1 (0.000-3.321)
Stabiliteit
Pe.C.2
NEN-EN1993-1-1(6.61&6.62)
0.25
C7-V1 (0.000-1.501)
Stabiliteit
Pe.C.3
NEN-EN1993-1-1(6.61&6.62)
0.67
C8-V1 (0.000-3.321)
Stabiliteit
Pe.C.3
NEN-EN1993-1-1(6.61&6.62)
0.47
0.04
28
Projectnaam Omschrijving Opdrachtgever
VFZ Controle sterkte
Projectnummer Constructeur Eenheden
Ing. A. Azaroual m, kN, kNm
C9-V1 (0.000-1.501)
Doorsnede
Pe.C.4
NEN-EN1993-1-1(6.1)
0.46
C10-V1 (0.000-3.254)
Doorsnede
Pe.C.3
NEN-EN1993-1-1(6.5)
0.28
C11-V1 (0.000-1.501)
Stabiliteit
Pe.C.2
NEN-EN1993-1-1(6.61&6.62)
0.47
C12-V1 (0.000-3.254)
Stabiliteit
Pe.C.2
NEN-EN1993-1-1(6.61&6.62)
0.55
C13-V1 (0.000-1.501)
Stabiliteit
Pe.C.3
NEN-EN1993-1-1(6.61&6.62)
0.59
C14-V1 (0.000-3.254)
Stabiliteit
Pe.C.3
NEN-EN1993-1-1(6.61&6.62)
0.52
C15-V1 (0.000-1.501)
Doorsnede
Pe.C.4
NEN-EN1993-1-1(6.1)
0.42
C16-V1 (0.000-3.188)
Doorsnede
Pe.C.2
NEN-EN1993-1-1(6.5)
0.31
C17-V1 (0.000-1.501)
Stabiliteit
Pe.C.2
NEN-EN1993-1-1(6.61&6.62)
0.47
Veld
Toetsing
Combinatie
Artikel
C18-V1 (0.000-3.188)
Doorsnede
Pe.C.3
NEN-EN1993-1-1(6.5)
UC max
C19-V1 (0.000-1.501)
Stabiliteit
Pe.C.3
NEN-EN1993-1-1(6.61&6.62)
0.57
C20-V1 (0.000-3.188)
Stabiliteit
Pe.C.3
NEN-EN1993-1-1(6.61&6.62)
0.51
C21-V1 (0.000-1.501)
Doorsnede
Pe.C.4
NEN-EN1993-1-1(6.1)
0.41
C22-V1 (0.000-3.122)
Doorsnede
Pe.C.3
NEN-EN1993-1-1(6.5)
0.28
C23-V1 (0.000-1.501)
Stabiliteit
Pe.C.2
NEN-EN1993-1-1(6.61&6.62)
0.44
C24-V1 (0.000-3.122)
Stabiliteit
Pe.C.2
NEN-EN1993-1-1(6.61&6.62)
0.53
0.29
C25-V1 (0.000-1.501)
Stabiliteit
Pe.C.3
NEN-EN1993-1-1(6.61&6.62)
0.54
C26-V1 (0.000-3.122)
Stabiliteit
Pe.C.3
NEN-EN1993-1-1(6.61&6.62)
0.50
C27-V1 (0.000-1.501)
Doorsnede
Pe.C.4
NEN-EN1993-1-1(6.1)
0.39
C28-V1 (0.000-3.056)
Doorsnede
Pe.C.2
NEN-EN1993-1-1(6.5)
0.31
C29-V1 (0.000-3.056)
Doorsnede
Pe.C.3
NEN-EN1993-1-1(6.5)
0.28
C30-V1 (0.000-1.501)
Stabiliteit
Pe.C.2
NEN-EN1993-1-1(6.61&6.62)
0.43
C31-V1 (0.000-3.056)
Stabiliteit
Pe.C.3
NEN-EN1993-1-1(6.61&6.62)
0.48
C32-V1 (0.000-1.501)
Stabiliteit
Pe.C.3
NEN-EN1993-1-1(6.61&6.62)
0.51
C33-V1 (0.000-1.501)
Doorsnede
Pe.C.4
NEN-EN1993-1-1(6.1)
0.38
C34-V1 (0.000-2.991)
Doorsnede
Pe.C.3
NEN-EN1993-1-1(6.5)
0.27
C35-V1 (0.000-1.501)
Stabiliteit
Pe.C.2
NEN-EN1993-1-1(6.61&6.62)
0.40
C36-V1 (0.000-2.991)
Stabiliteit
Pe.C.2
NEN-EN1993-1-1(6.61&6.62)
0.50
C37-V1 (0.000-1.501)
Stabiliteit
Pe.C.3
NEN-EN1993-1-1(6.61&6.62)
0.49
C38-V1 (0.000-2.991)
Stabiliteit
Pe.C.3
NEN-EN1993-1-1(6.61&6.62)
0.47
C39-V1 (0.000-1.501)
Doorsnede
Pe.C.4
NEN-EN1993-1-1(6.1)
0.35
C40-V1 (0.000-2.926)
Doorsnede
Pe.C.2
NEN-EN1993-1-1(6.5)
0.30
C41-V1 (0.000-1.501)
Stabiliteit
Pe.C.2
NEN-EN1993-1-1(6.61&6.62)
0.38
C42-V1 (0.000-2.926)
Doorsnede
Pe.C.3
NEN-EN1993-1-1(6.5)
0.27
C43-V1 (0.000-1.501)
Stabiliteit
Pe.C.3
NEN-EN1993-1-1(6.61&6.62)
0.46
C44-V1 (0.000-2.926)
Stabiliteit
Pe.C.3
NEN-EN1993-1-1(6.61&6.62)
0.44
C45-V1 (0.000-1.501)
Doorsnede
Pe.C.4
NEN-EN1993-1-1(6.1)
0.33
C46-V1 (0.000-2.862)
Doorsnede
Pe.C.3
NEN-EN1993-1-1(6.5)
0.26
C47-V1 (0.000-1.501)
Stabiliteit
Pe.C.2
NEN-EN1993-1-1(6.61&6.62)
0.35
C48-V1 (0.000-2.862)
Stabiliteit
Pe.C.2
NEN-EN1993-1-1(6.61&6.62)
0.46
C49-V1 (0.000-1.501)
Stabiliteit
Pe.C.3
NEN-EN1993-1-1(6.61&6.62)
0.43
C50-V1 (0.000-2.862)
Stabiliteit
Pe.C.3
NEN-EN1993-1-1(6.61&6.62)
0.43
C51-V1 (0.000-2.799)
Doorsnede
Pe.C.2
NEN-EN1993-1-1(6.5)
0.32
C52-V1 (0.000-1.501)
Doorsnede
Pe.C.4
NEN-EN1993-1-1(6.1)
0.50
C53-V1 (0.000-2.799)
Doorsnede
Pe.C.3
NEN-EN1993-1-1(6.5)
0.28
C54-V1 (0.000-1.501)
Stabiliteit
Pe.C.2
NEN-EN1993-1-1(6.61&6.62)
0.57
C55-V1 (0.000-1.501)
Stabiliteit
Pe.C.3
NEN-EN1993-1-1(6.61&6.62)
0.69
C56-V1 (0.000-2.799)
Stabiliteit
Pe.C.3
NEN-EN1993-1-1(6.61&6.62)
0.49
C57-V1 (0.000-1.501)
Doorsnede
Pe.C.4
NEN-EN1993-1-1(6.1)
0.47
C58-V1 (0.000-2.736)
Doorsnede
Pe.C.3
NEN-EN1993-1-1(6.5)
0.28
C59-V1 (0.000-1.501)
Stabiliteit
Pe.C.2
NEN-EN1993-1-1(6.61&6.62)
0.52
C60-V1 (0.000-2.736)
Stabiliteit
Pe.C.2
NEN-EN1993-1-1(6.61&6.62)
0.52
C61-V1 (0.000-1.501)
Stabiliteit
Pe.C.3
NEN-EN1993-1-1(6.61&6.62)
0.64
C62-V1 (0.000-2.736)
Stabiliteit
Pe.C.3
NEN-EN1993-1-1(6.61&6.62)
0.48
C63-V1 (0.000-1.501)
Doorsnede
Pe.C.4
NEN-EN1993-1-1(6.1)
0.43
C64-V1 (0.000-2.673)
Doorsnede
Pe.C.2
NEN-EN1993-1-1(6.5)
0.33
29
Projectnaam Omschrijving Opdrachtgever
VFZ Controle sterkte
Projectnummer Constructeur Eenheden
Ing. A. Azaroual m, kN, kNm
C65-V1 (0.000-1.501)
Stabiliteit
Pe.C.2
NEN-EN1993-1-1(6.61&6.62)
0.49
C66-V1 (0.000-2.673)
Doorsnede
Pe.C.3
NEN-EN1993-1-1(6.5)
0.29
C67-V1 (0.000-1.501)
Stabiliteit
Pe.C.3
NEN-EN1993-1-1(6.61&6.62)
0.59
C68-V1 (0.000-2.673)
Stabiliteit
Pe.C.3
NEN-EN1993-1-1(6.61&6.62)
0.46
C69-V1 (0.000-1.501)
Doorsnede
Pe.C.4
NEN-EN1993-1-1(6.1)
0.42
C70-V1 (0.000-2.611)
Doorsnede
Pe.C.3
NEN-EN1993-1-1(6.5)
0.28
C71-V1 (0.000-1.501)
Stabiliteit
Pe.C.2
NEN-EN1993-1-1(6.61&6.62)
0.44
C72-V1 (0.000-2.611)
Stabiliteit
Pe.C.2
NEN-EN1993-1-1(6.61&6.62)
0.50
C73-V1 (0.000-1.501)
Stabiliteit
Pe.C.3
NEN-EN1993-1-1(6.61&6.62)
0.54
C74-V1 (0.000-2.611)
Stabiliteit
Pe.C.3
NEN-EN1993-1-1(6.61&6.62)
0.45
C75-V1 (0.000-1.501)
Doorsnede
Pe.C.4
NEN-EN1993-1-1(6.1)
0.37
C76-V1 (0.000-2.550)
Doorsnede
Pe.C.2
NEN-EN1993-1-1(6.5)
0.32
C77-V1 (0.000-2.550)
Doorsnede
Pe.C.3
NEN-EN1993-1-1(6.5)
0.27
Veld
Toetsing
Combinatie
Artikel
C78-V1 (0.000-1.501)
Stabiliteit
Pe.C.2
NEN-EN1993-1-1(6.61&6.62)
UC max 0.41
C79-V1 (0.000-2.550)
Stabiliteit
Pe.C.3
NEN-EN1993-1-1(6.61&6.62)
0.43
C80-V1 (0.000-1.501)
Stabiliteit
Pe.C.3
NEN-EN1993-1-1(6.61&6.62)
0.49
C81-V1 (0.000-1.501)
Doorsnede
Pe.C.4
NEN-EN1993-1-1(6.1)
0.35
C82-V1 (0.000-2.490)
Doorsnede
Pe.C.3
NEN-EN1993-1-1(6.5)
0.26
C83-V1 (0.000-1.501)
Stabiliteit
Pe.C.2
NEN-EN1993-1-1(6.61&6.62)
0.36
C84-V1 (0.000-2.490)
Stabiliteit
Pe.C.2
NEN-EN1993-1-1(6.61&6.62)
0.44
C85-V1 (0.000-1.501)
Stabiliteit
Pe.C.3
NEN-EN1993-1-1(6.61&6.62)
0.44
C86-V1 (0.000-2.490)
Stabiliteit
Pe.C.3
NEN-EN1993-1-1(6.61&6.62)
0.40
C87-V1 (0.000-1.501)
Doorsnede
Pe.C.4
NEN-EN1993-1-1(6.1)
0.30
C88-V1 (0.000-2.431)
Doorsnede
Pe.C.2
NEN-EN1993-1-1(6.5)
0.28
C89-V1 (0.000-1.501)
Stabiliteit
Pe.C.2
NEN-EN1993-1-1(6.61&6.62)
0.34
C90-V1 (0.000-2.431)
Doorsnede
Pe.C.3
NEN-EN1993-1-1(6.5)
0.24
C91-V1 (0.000-1.501)
Stabiliteit
Pe.C.3
NEN-EN1993-1-1(6.61&6.62)
0.40
C92-V1 (0.000-2.431)
Stabiliteit
Pe.C.3
NEN-EN1993-1-1(6.61&6.62)
0.37
C93-V1 (0.000-1.501)
Doorsnede
Pe.C.4
NEN-EN1993-1-1(6.1)
0.26
C94-V1 (0.000-2.372)
Doorsnede
Pe.C.3
NEN-EN1993-1-1(6.5)
0.23
C95-V1 (0.000-1.501)
Doorsnede
Pe.C.2
NEN-EN1993-1-1(6.1)
0.29
C96-V1 (0.000-2.372)
Stabiliteit
Pe.C.2
NEN-EN1993-1-1(6.61&6.62)
0.38
C97-V1 (0.000-2.372)
Stabiliteit
Pe.C.3
NEN-EN1993-1-1(6.61&6.62)
0.34
C98-V1 (0.000-1.501)
Stabiliteit
Pe.C.3
NEN-EN1993-1-1(6.61&6.62)
0.35
C99-V1 (0.000-1.200)
Doorsnede
Pe.C.4
NEN-EN1993-1-1(6.1)
0.44
C100-V1 (0.000-2.139)
Doorsnede
Pe.C.2
NEN-EN1993-1-1(6.5)
0.35
C101-V1 (0.000-1.200)
Stabiliteit
Pe.C.2
NEN-EN1993-1-1(6.61&6.62)
0.50
C102-V1 (0.000-2.139)
Doorsnede
Pe.C.3
NEN-EN1993-1-1(6.5)
0.30
C103-V1 (0.000-1.200)
Stabiliteit
Pe.C.3
NEN-EN1993-1-1(6.61&6.62)
0.58
C104-V1 (0.000-2.139)
Stabiliteit
Pe.C.3
NEN-EN1993-1-1(6.61&6.62)
0.56
C105-V1 (0.000-1.200)
Doorsnede
Pe.C.4
NEN-EN1993-1-1(6.1)
0.39
C106-V1 (0.000-2.089)
Doorsnede
Pe.C.3
NEN-EN1993-1-1(6.5)
0.28
C107-V1 (0.000-1.200)
Doorsnede
Pe.C.2
NEN-EN1993-1-1(6.1)
0.43
C108-V1 (0.000-2.089)
Stabiliteit
Pe.C.2
NEN-EN1993-1-1(6.61&6.62)
0.57
C109-V1 (0.000-1.200)
Stabiliteit
Pe.C.3
NEN-EN1993-1-1(6.61&6.62)
0.52
C110-V1 (0.000-2.089)
Stabiliteit
Pe.C.3
NEN-EN1993-1-1(6.61&6.62)
0.51
C111-V1 (0.000-1.200)
Doorsnede
Pe.C.4
NEN-EN1993-1-1(6.1)
0.33
C112-V1 (0.000-2.040)
Doorsnede
Pe.C.2
NEN-EN1993-1-1(6.5)
0.32
C113-V1 (0.000-1.200)
Stabiliteit
Pe.C.2
NEN-EN1993-1-1(6.61&6.62)
0.38
C114-V1 (0.000-2.040)
Doorsnede
Pe.C.3
NEN-EN1993-1-1(6.5)
0.27
C115-V1 (0.000-1.200)
Stabiliteit
Pe.C.3
NEN-EN1993-1-1(6.61&6.62)
0.45
C116-V1 (0.000-2.040)
Stabiliteit
Pe.C.3
NEN-EN1993-1-1(6.61&6.62)
0.47
C117-V1 (0.000-1.200)
Doorsnede
Pe.C.4
NEN-EN1993-1-1(6.5)
0.27
C118-V1 (0.000-1.992)
Doorsnede
Pe.C.3
NEN-EN1993-1-1(6.5)
0.25
C119-V1 (0.000-1.200)
Stabiliteit
Pe.C.2
NEN-EN1993-1-1(6.61&6.62)
0.32
C120-V1 (0.000-1.992)
Stabiliteit
Pe.C.2
NEN-EN1993-1-1(6.61&6.62)
0.49
30
Projectnaam Omschrijving Opdrachtgever
VFZ Controle sterkte
Projectnummer Constructeur Eenheden
C121-V1 (0.000-1.200)
Stabiliteit
Pe.C.3
NEN-EN1993-1-1(6.61&6.62)
0.39
C122-V1 (0.000-1.992)
Stabiliteit
Pe.C.3
NEN-EN1993-1-1(6.61&6.62)
0.44
C123-V1 (0.000-1.945)
Doorsnede
Pe.C.2
NEN-EN1993-1-1(6.5)
0.28
C124-V1 (0.000-1.200)
Doorsnede
Pe.C.4
NEN-EN1993-1-1(6.5)
0.21
Ing. A. Azaroual m, kN, kNm
C125-V1 (0.000-1.945)
Doorsnede
Pe.C.3
NEN-EN1993-1-1(6.5)
0.24
C126-V1 (0.000-1.200)
Stabiliteit
Pe.C.2
NEN-EN1993-1-1(6.61&6.62)
0.29
C127-V1 (0.000-1.200)
Stabiliteit
Pe.C.3
NEN-EN1993-1-1(6.61&6.62)
0.33
C128-V1 (0.000-1.945)
Stabiliteit
Pe.C.3
NEN-EN1993-1-1(6.61&6.62)
0.40
C129-V1 (0.000-1.200)
Doorsnede
Pe.C.4
NEN-EN1993-1-1(6.5)
0.19
C130-V1 (0.000-1.898)
Doorsnede
Pe.C.3
NEN-EN1993-1-1(6.5)
0.21
C131-V1 (0.000-1.200)
Stabiliteit
Pe.C.2
NEN-EN1993-1-1(6.61&6.62)
0.22
C132-V1 (0.000-1.898)
Stabiliteit
Pe.C.2
NEN-EN1993-1-1(6.61&6.62)
0.40
C133-V1 (0.000-1.200)
Stabiliteit
Pe.C.3
NEN-EN1993-1-1(6.61&6.62)
0.28
C134-V1 (0.000-1.898)
Stabiliteit
Pe.C.3
NEN-EN1993-1-1(6.61&6.62)
0.36
C135-V1 (0.000-1.200)
Doorsnede
Pe.C.4
NEN-EN1993-1-1(6.5)
0.14
C136-V1 (0.000-1.852)
Doorsnede
Pe.C.2
NEN-EN1993-1-1(6.5)
0.23
C137-V1 (0.000-1.200)
Stabiliteit
Pe.C.2
NEN-EN1993-1-1(6.61&6.62)
0.20
Veld
Toetsing
Combinatie
Artikel
C138-V1 (0.000-1.852)
Doorsnede
Pe.C.3
NEN-EN1993-1-1(6.5)
UC max 0.19
C139-V1 (0.000-1.200)
Stabiliteit
Pe.C.3
NEN-EN1993-1-1(6.61&6.62)
0.23
C140-V1 (0.000-1.852)
Stabiliteit
Pe.C.3
NEN-EN1993-1-1(6.61&6.62)
0.31
C141-V1 (0.000-1.200)
Doorsnede
Pe.C.4
NEN-EN1993-1-1(6.5)
0.13
C142-V1 (0.000-1.806)
Doorsnede
Pe.C.3
NEN-EN1993-1-1(6.5)
0.16
C143-V1 (0.000-1.200)
Stabiliteit
Pe.C.2
NEN-EN1993-1-1(6.61&6.62)
0.15
C144-V1 (0.000-1.806)
Stabiliteit
Pe.C.2
NEN-EN1993-1-1(6.61&6.62)
0.29
C145-V1 (0.000-1.200)
Stabiliteit
Pe.C.3
NEN-EN1993-1-1(6.61&6.62)
0.18
C146-V1 (0.000-1.806)
Stabiliteit
Pe.C.3
NEN-EN1993-1-1(6.61&6.62)
0.27
C147-V1 (0.000-1.200)
Doorsnede
Pe.C.4
NEN-EN1993-1-1(6.5)
0.09
C148-V1 (0.000-1.762)
Doorsnede
Pe.C.2
NEN-EN1993-1-1(6.5)
0.17
C149-V1 (0.000-1.200)
Stabiliteit
Pe.C.2
NEN-EN1993-1-1(6.61&6.62)
0.12
C150-V1 (0.000-1.762)
Doorsnede
Pe.C.3
NEN-EN1993-1-1(6.5)
0.14
C151-V1 (0.000-1.200)
Stabiliteit
Pe.C.3
NEN-EN1993-1-1(6.61&6.62)
0.14
C152-V1 (0.000-1.762)
Stabiliteit
Pe.C.3
NEN-EN1993-1-1(6.61&6.62)
0.22
C153-V1 (0.000-1.200)
Doorsnede
Pe.C.4
NEN-EN1993-1-1(6.5)
0.07
C154-V1 (0.000-1.718)
Doorsnede
Pe.C.5
NEN-EN1993-1-1(6.5)
0.13
C155-V1 (0.000-1.200)
Stabiliteit
Pe.C.2
NEN-EN1993-1-1(6.61&6.62)
0.09
C156-V1 (0.000-1.718)
Stabiliteit
Pe.C.2
NEN-EN1993-1-1(6.61&6.62)
0.22
C157-V1 (0.000-1.200)
Stabiliteit
Pe.C.3
NEN-EN1993-1-1(6.61&6.62)
0.10
C158-V1 (0.000-1.718)
Stabiliteit
Pe.C.3
NEN-EN1993-1-1(6.61&6.62)
0.20
C159-V1 (0.000-1.200)
Doorsnede
Pe.C.3
NEN-EN1993-1-1(NB.33)
0.03
C160-V1 (0.000-1.000)
Doorsnede
Pe.C.4
NEN-EN1993-1-1(6.5)
0.05
C161-V1 (0.000-1.562)
Doorsnede
Pe.C.4
NEN-EN1993-1-1(6.5)
0.19
C162-V1 (0.000-1.200)
Doorsnede
Pe.C.3
NEN-EN1993-1-1(NB.33)
0.03
C163-V1 (0.000-1.000)
Stabiliteit
Pe.C.2
NEN-EN1993-1-1(6.61&6.62)
0.08
C164-V1 (0.000-1.562)
Doorsnede
Pe.C.5
NEN-EN1993-1-1(6.5)
0.15
C165-V1 (0.000-1.000)
Stabiliteit
Pe.C.3
NEN-EN1993-1-1(6.61&6.62)
0.09
C166-V1 (0.000-1.562)
Stabiliteit
Pe.C.3
NEN-EN1993-1-1(6.61&6.62)
0.26
C167-V1 (0.000-1.000)
Doorsnede
Pe.C.4
NEN-EN1993-1-1(NB.33)
0.04
C168-V1 (0.000-1.562)
Doorsnede
Pe.C.3
NEN-EN1993-1-1(6.5)
0.13
C169-V1 (0.000-1.000)
Doorsnede
Pe.C.3
NEN-EN1993-1-1(NB.33)
0.05
C170-V1 (0.000-1.562)
Stabiliteit
Pe.C.2
NEN-EN1993-1-1(6.61&6.62)
0.27
C171-V1 (0.000-1.000)
Stabiliteit
Pe.C.3
NEN-EN1993-1-1(6.61&6.62)
0.06
C172-V1 (0.000-1.562)
Stabiliteit
Pe.C.3
NEN-EN1993-1-1(6.61&6.62)
0.24
C173-V1 (0.000-1.000)
Doorsnede
Pe.C.4
NEN-EN1993-1-1(NB.33)
0.06
C174-V1 (0.000-1.562)
Doorsnede
Pe.C.2
NEN-EN1993-1-1(6.5)
0.12
C175-V1 (0.000-1.000)
Doorsnede
Pe.C.5
NEN-EN1993-1-1(NB.33)
0.07
C176-V1 (0.000-1.562)
Stabiliteit
Pe.C.2
NEN-EN1993-1-1(6.61&6.62)
0.10
31
Projectnaam Omschrijving Opdrachtgever
VFZ Controle sterkte
Projectnummer Constructeur Eenheden
Ing. A. Azaroual m, kN, kNm
C177-V1 (0.000-1.000)
Doorsnede
Pe.C.2
NEN-EN1993-1-1(NB.33)
0.05
C178-V1 (0.000-1.562)
Stabiliteit
Pe.C.3
NEN-EN1993-1-1(6.61&6.62)
0.18
C179-V1 (0.000-1.562)
Doorsnede
Pe.C.3
NEN-EN1993-1-1(6.5)
0.04
C180-V1 (0.000-1.000)
Doorsnede
Pe.C.4
NEN-EN1993-1-1(NB.33)
0.06
C181-V1 (0.000-1.562)
Stabiliteit
Pe.C.2
NEN-EN1993-1-1(6.61&6.62)
0.09
C182-V1 (0.000-1.000)
Doorsnede
Pe.C.5
NEN-EN1993-1-1(NB.33)
0.07
C183-V1 (0.000-1.000)
Doorsnede
Pe.C.2
NEN-EN1993-1-1(NB.33)
0.05
C184-V1 (0.000-1.562)
Stabiliteit
Pe.C.3
NEN-EN1993-1-1(6.61&6.62)
0.09
C185-V1 (0.000-1.200)
Doorsnede
Pe.C.4
NEN-EN1993-1-1(NB.33)
0.04
C186-V1 (0.000-1.200)
Doorsnede
Pe.C.3
NEN-EN1993-1-1(NB.33)
0.06
32
VFZ Windgebied onbebouwd Omgeving : I
Construction Calculations
Rev. Date Auteur
Bijlage 3: fundatie berekening Leegte Bouwadvies
Blad 36
1.2 16-08-23 ing. A.Azaroual
Project: Project no: Author:
Project data Project name Project number Author Description Date
5/7/2020
Design code
EN
Material Steel
S 355
Concrete
C25/30
1/7
Project: Project no: Author:
Project item CON1 Design Name
CON1
Description Analysis
Stress, strain/ simplified loading
Beams and columns Name
Cross-section
M1
1 - B219.1/10
β – Direction [°]
γ - Pitch [°]
α - Rotation [°]
Offset ex [mm]
Offset ey [mm]
Offset ez [mm]
0.0
-90.0
0.0
0
0
0
Forces in Node
Cross-sections Name
Material
1 - B219.1/10
S 355
Anchors Name
Diameter [mm]
Bolt assembly
M24 8.8
Gross area [mm2]
fu [MPa]
M24 8.8
24
800.0
452
Load effects (equilibrium not required) Name LE1
Member M1
N [kN] -1324.0
Vy [kN] 84.5
Vz [kN] -18.3
Mx [kNm]
My [kNm] 0.0
Mz [kNm] -3.4
15.7
2/7
Project: Project no: Author:
Foundation block Item
Value
Unit
CB 1 Dimensions
820 x 820
mm
Depth
1000
mm
Anchor
M24 8.8
Anchoring length
825
Shear force transfer
Anchors
Gap
30
mm mm
Check Summary Name
Value
Status
Analysis
100.0%
OK
Plates
0.7 < 5%
OK
Anchors
98.1 < 100%
OK
Welds
98.1 < 100%
OK
Concrete block
Not calculated
Buckling
Not calculated
Plates Name
Thickness [mm]
Loads
σEd [MPa]
εPl [%]
Status
M1
10.0
LE1
356.2
0.6
OK
BP1
25.0
LE1
356.4
0.7
OK
Design data fy [MPa]
Material S 355
εlim [%] 355.0
5.0
Symbol explanation εPl
Strain
σEd
Eq. stress
fy
Yield strength
εlim
Limit of plastic strain
3/7
Project: Project no: Author:
Overall check, LE1
Strain check, LE1
4/7
Project: Project no: Author:
Equivalent stress, LE1
Anchors in compression Name
Bolt assembly
Loads
Fc [kN]
V [kN]
M [kNm]
Nb,Rd [kN]
Vpl,Rd [kN]
Mpl,Rd [kNm]
Utc [%]
Uts [%]
Utb [%]
Utcb [%]
Status
A1
M24 8.8 1
LE1
-127.1
7.2
0.2
165.8
88.1
0.8
76.6
1.2
21.5
98.1
OK
A2
M24 8.8 1
LE1
-126.9
7.1
0.2
165.8
88.1
0.8
76.5
1.2
21.6
98.1
OK
A3
M24 8.8 1
LE1
-123.3
7.3
0.2
165.8
88.1
0.8
74.4
1.2
23.1
97.4
OK
A4
M24 8.8 1
LE1
-114.9
7.9
0.2
165.8
88.1
0.8
69.3
1.7
26.6
95.9
OK
A5
M24 8.8 1
LE1
-103.7
8.7
0.3
165.8
88.1
0.8
62.5
1.5
31.2
93.7
OK
A6
M24 8.8 1
LE1
-98.2
8.2
0.3
165.8
88.1
0.8
59.2
1.4
32.8
92.0
OK
A7
M24 8.8 1
LE1
-88.2
7.6
0.3
165.8
88.1
0.8
53.2
1.8
36.2
89.4
OK
A8
M24 8.8 1
LE1
-90.5
9.9
0.3
165.8
88.1
0.8
54.5
1.7
36.3
90.8
OK
A9
M24 8.8 1
LE1
-98.1
9.8
0.3
165.8
88.1
0.8
59.1
2.1
33.2
92.4
OK
A10
M24 8.8 1
LE1
-109.2
8.9
0.2
165.8
88.1
0.8
65.9
1.5
28.6
94.5
OK
A11
M24 8.8 1
LE1
-119.2
8.0
0.2
165.8
88.1
0.8
71.9
1.4
24.5
96.4
OK
A12
M24 8.8 1
LE1
-124.7
7.5
0.2
165.8
88.1
0.8
75.2
1.3
22.4
97.6
OK
5/7
Project: Project no: Author:
Symbol explanation Fc
Compressive force
V
Resultant of shear forces Vy, Vz in bolt
M
Bending moment
Nb,Rd
Compressive resistance – EN 1993-1-1 Cl. 6.3
Vpl,Rd
Shear resistance – EN 1993-1-1 Cl. 6.2.6
Mpl,Rd
Bending resistance – EN 1993-1-1 Cl. 6.2.5
Utc
Utilization in compression
Uts
Utilization in shear
Utb
Utilization in bending
Utcb
Utilization in compression and bending - linear interaction
Welds (Plastic redistribution) Item
Edge
BP1
M1
Throat th. [mm]
Loads
σw,Ed [MPa]
εPl [%]
σ⏊ [MPa]
τ|| [MPa]
τ⏊ [MPa]
Ut [%]
Utc [%]
Status
LE1
427.2
0.2
-212.2
-188.5
101.5
98.1
78.7
OK
Length [mm]
◢9.0
656
Design data βw [-]
σw,Rd [MPa]
S 355
0.90
0.9 σ [MPa] 435.6
352.8
Symbol explanation εPl
Strain
σw,Ed
Equivalent stress
σw,Rd
Equivalent stress resistance
σ⏊
Perpendicular stress
τ||
Shear stress parallel to weld axis
τ⏊
Shear stress perpendicular to weld axis
0.9 σ
Perpendicular stress resistance - 0.9*fu/γM2
βw
Corelation factor EN 1993-1-8 tab. 4.1
Ut
Utilization
Utc
Weld capacity utilization
Buckling Buckling analysis was not calculated.
Code settings Item
Value
Unit
Reference
γM0
1.00
-
EN 1993-1-1: 6.1
γM1
1.00
-
EN 1993-1-1: 6.1
γM2
1.25
-
EN 1993-1-1: 6.1
γM3
1.25
-
EN 1993-1-8: 2.2
γC
1.50
-
EN 1992-1-1: 2.4.2.4
γInst
1.20
-
ETAG 001-C: 3.2.1
Joint coefficient βj
0.67
-
EN 1993-1-8: 6.2.5
6/7
Project: Project no: Author: Item
Value
Unit
Reference
Effective area - influence of mesh size
0.10
-
Friction coefficient - concrete
0.25
-
EN 1993-1-8
Friction coefficient in slip-resistance
0.30
-
EN 1993-1-8 tab 3.7
Limit plastic strain
0.05
-
EN 1993-1-5
Weld stress evaluation
Plastic redistribution
Detailing
No
Distance between bolts [d]
2.20
-
EN 1993-1-8: tab 3.3
Distance between bolts and edge [d]
1.20
-
EN 1993-1-8: tab 3.3
Concrete breakout resistance
Yes
ETAG 001-C
Use calculated αb in bearing check.
Yes
EN 1993-1-8: tab 3.4
Cracked concrete
Yes
Local deformation check
No
Local deformation limit
0.03
Geometrical nonlinearity (GMNA)
Yes
Braced system
No
-
CIDECT DG 1, 3 - 1.1 Allow large deformations of hollow sections
7/7