SKITSEPROJEKT - LandCAD

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Job Number
Job Title
Client
Calcs by Checked by Date
Sheet
5324
Kulturbro-Aalborg - Bilag 2
Jens Toft-Nielsen
27
Morten Struve Nielsen Ejvind Rasmussen 19-03-2007
8 -12.45 -95.12 -6.68 0.0072 -0.0009 -0.0370
12 1 0.35 -14.96 0.70 -0.0043 -0.0397 -0.0238
2 -0.06 36.42 0.50 0.0080 -0.0175 0.0274
3 -2.77 544.77 -2.27 0.2841 0.0130 0.3764
4 1.36 -51.73 3.88 -0.1748 -0.0022 -0.0611
5 -4.21 794.99 -14.83 -0.3142 0.0086 0.5927
6 -0.63 13.59 1.51 0.0008 0.0038 -0.0010
7 7.45 26.15 -51.29 0.0020 -0.2707 0.0019
8 -0.83 -118.31 10.01 0.0115 -0.0085 -0.0026
13 1 0.01 -0.18 0.07 -0.0000 -0.0024 -0.0068
2 -0.00 0.49 0.06 0.0002 -0.0011 0.0096
3 -0.07 8.08 -0.02 0.0087 0.0004 0.1994
4 0.04 1.73 0.08 0.0406 -0.0006 0.0150
5 -0.11 11.62 -0.46 -0.0050 0.0112 0.2917
6 -0.02 -0.14 0.12 -1.0000 -0.0001 -0.0002
7 0.19 0.21 -40.57 -0.0007 0.1977 0.0011
8 -0.02 -2.23 -0.26 -0.0009 0.0028 -0.0249
14 1 0.17 -5.13 -0.88 -0.0019 0.0096 -0.0127
2 -0.03 13.61 -0.73 0.0050 0.0044 0.0173
3 -1.38 235.72 0.28 0.1981 -0.0013 0.3479
4 0.70 59.36 -0.18 0.9992 -0.0007 -0.0018
5 -2.11 336.22 -8.29 -0.1309 0.0085 0.5103
6 -0.31 14.55 -1.72 0.0236 -0.0011 0.0012
7 3.84 10.50 -569.61 0.0003 0.0255 0.0041
8 -0.44 -69.84 -0.35 0.0070 -0.0025 -0.0408
15 1 103.27 -14.99 0.07 0.0006 0.9997 -0.2186
2 -181.34 36.43 -0.29 0.0013 -0.5051 0.2106
3 -296.69 545.34 -7.95 0.0299 0.8919 0.1631
4 236.50 -53.35 16.05 -0.0168 -0.0796 -0.0622
5 1000.00 -795.63 -487.84 -0.4557 0.0406 -0.9995
6 -15.39 12.11 -2.88 -0.0001 -0.0087 0.0025
7 -179.36 -26.10 -103.27 -0.0056 -0.0660 0.0423
8 995.40 119.21 97.04 0.0383 0.6320 -0.5487
16 1 1000.00 -19.22 0.01 -0.0000 0.0001 -0.7326
2 -1000.00 52.34 0.00 -0.0000 0.0000 0.8837
3 912.52 999.61 -0.00 0.0000 -0.0001 -0.8204
4 -154.11 -999.35 -0.13 -0.0003 -0.0016 0.0335
5 0.07 0.15 -489.20 -0.4002 -0.9609 0.0000
6 22.29 -6.58 -2.31 0.0009 -0.0021 0.0009
7 4.34 -3.96 -101.07 -0.0084 0.1027 -0.0002
8 -1.36 0.74 97.77 0.0277 -1.0000 -0.0004
17 1 103.22 -14.97 -0.05 -0.0005 -1.0000 -0.2186
2 -181.36 36.44 0.29 -0.0013 0.5050 0.2107
3 -296.66 545.33 7.95 -0.0299 -0.8918 0.1631
4 237.04 -52.71 -16.31 0.0171 0.0819 -0.0622
5 -1000.00 795.64 -487.87 -0.4554 0.0419 1.0000
6 3.89 13.20 -2.54 -0.0025 0.0126 0.0005
7 175.48 26.55 -98.22 -0.0106 -0.0556 -0.0412
8 -1000.00 -118.51 97.44 0.0400 0.6160 0.5503
18 1 409.00 -19.22 -0.00 0.0000 0.0000 -0.8411
2 325.05 52.35 -0.00 0.0000 -0.0000 1.0000
3 -135.71 1000.00 0.00 -0.0000 -0.0000 -1.0000
4 9.55 -1000.00 0.11 0.0001 -0.0006 0.0514
5 -0.01 0.15 -15.02 -0.4667 -0.0243 -0.0002
6 2.63 -6.32 -0.34 0.0006 0.0013 -0.0031
7 0.88 -4.10 -53.36 -0.0039 1.0000 -0.0003
8 -0.18 0.68 9.96 0.0383 0.0399 0.0012
============================== STATISTICAL DATA ===============================
Weights of beam elements:
Section Designation Total Weight
(kN) (kg)
HE200B HE200B H1 0.000 0.0
DOBV 200x100x10 U2 1.619 165.0
DOBV1 50x30x5 U2 0.246 25.0
HE160B HE160B H1 0.000 0.0
NR50 60.3x3.2 O1 0.428 43.7
HE180B HE180B H1 2.343 238.9
IPE180 IPE180 I1 0.828 84.4
IPE200 IPE200 I1 1.975 201.4
IPE220 IPE220 I1 0.000 0.0
DOBV2 80x80x8 A2 0.682 69.5
75X150 75x150 RT 0.252 25.7
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