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
82
Morten Struve Nielsen Ejvind Rasmussen 19-03-2007
4 0.59 -15.64 0.19 -0.0065 -0.0008 -0.0020
5 -7.70 50.65 32.10 -0.0016 -0.0013 -0.0003
6 -1.46 190.30 -5.22 -0.0288 0.0070 0.1440
7 -11.66 -64.47 -393.05 -0.0115 0.1603 -0.0060
8 0.61 -95.39 0.55 0.2300 0.0034 -0.2447
13 1 0.01 -0.02 -1.62 -0.0002 0.2594 -0.0040
2 0.00 -0.10 0.02 -0.0002 -0.0005 -0.0036
3 -0.04 5.77 -0.08 0.0349 0.0035 0.2570
4 0.02 0.76 -0.04 0.9997 0.0001 0.0011
5 -0.34 -1.47 -6.62 0.0010 0.0004 -0.0000
6 -0.05 4.19 -0.02 -0.0008 0.0003 0.0623
7 -0.42 -1.73 31.31 -0.0009 -0.0514 -0.0029
8 0.02 -2.15 0.10 0.0081 -0.0053 -0.1131
14 1 0.20 -0.49 -16.67 -0.0094 0.0678 -0.0083
2 0.03 -1.84 0.16 -0.0009 -0.0001 -0.0065
3 -0.59 105.29 -0.91 0.4402 0.0029 0.4195
4 0.30 -0.38 -1.52 0.5407 0.0002 -0.0012
5 -4.01 47.25 -90.44 -0.0007 0.0001 0.0003
6 -0.73 75.59 -1.04 -0.0152 0.0024 0.1039
7 -5.86 -26.07 244.46 -0.0047 0.0095 -0.0038
8 0.30 -38.73 0.78 0.1290 -0.0009 -0.1862
15 1 13.67 -1.41 0.02 0.0038 0.9980 -0.1141
2 65.60 -5.26 0.02 -0.0006 1.0000 -0.1219
3 -322.45 247.80 -8.47 0.3708 0.8096 0.5293
4 50.17 -15.63 1.57 -0.0029 -0.0023 -0.0028
5 974.92 -43.06 -31.82 -0.0003 -0.0168 0.0016
6 1000.00 -190.53 -99.79 -0.0570 0.4670 -0.6847
7 -547.03 60.66 -996.02 -0.0336 -0.0299 0.0443
8 398.84 -96.30 2.75 0.4359 -0.7058 -0.9740
16 1 208.00 -2.30 -0.00 0.0001 0.0011 -0.1140
2 1000.00 -5.10 -0.00 -0.0000 0.0000 -0.1220
3 310.61 47.13 0.00 0.0011 -0.0007 0.5349
4 -32.92 61.33 -0.01 0.0007 0.0001 -0.0016
5 1000.00 -800.48 4.65 -0.0026 0.0007 0.0100
6 -0.18 -0.18 -100.09 -0.0611 -1.0000 -0.0007
7 8.54 19.31 -1000.00 0.0056 0.0624 -0.0003
8 -174.51 -1000.00 -0.05 -0.0010 -0.0015 -1.0000
17 1 13.59 -1.41 -0.03 -0.0039 -1.0000 -0.1132
2 65.60 -5.26 -0.02 0.0006 -1.0000 -0.1219
3 -322.26 247.84 8.47 -0.3713 -0.8088 0.5288
4 49.43 -15.87 -1.67 0.0026 0.0023 -0.0026
5 823.76 69.62 41.76 0.0022 0.0147 0.0019
6 -999.94 190.55 -99.82 -0.0570 0.4662 0.6843
7 537.54 -63.72 -997.71 -0.0332 -0.0268 -0.0437
8 399.38 -96.35 -2.85 -0.4349 0.7098 -0.9751
18 1 1000.00 -3.36 0.01 0.0001 -0.0010 -0.0216
2 -15.50 -7.14 0.00 0.0000 -0.0000 -0.0186
3 3.82 1000.00 0.01 0.0001 0.0006 1.0000
4 -3.68 -249.74 -0.10 -0.0001 -0.0003 -0.0651
5 -74.34 476.31 19.19 0.0005 -0.0008 -1.0000
6 -0.05 0.07 -5.31 -0.0805 -0.0354 -0.0114
7 4.04 -4.43 -393.59 0.0115 -1.0000 0.0540
8 -0.06 63.01 -0.01 0.0002 -0.0004 0.5317
============================== STATISTICAL DATA ===============================
Weights of beam elements:
Section Designation Total Weight
(kN) (kg)
HE200B HE200B H1 0.000 0.0
DOBV 200x100x10 U2 1.079 110.0
DOBV1 50x30x5 U2 0.190 19.3
HE160B HE160B H1 0.000 0.0
NR50 60.3x3.2 O1 0.412 42.0
HE180B HE180B H1 2.343 238.9
IPE180 IPE180 I1 0.828 84.4
IPE200 IPE200 I1 0.988 100.7
IPE220 IPE220 I1 0.000 0.0
DOBV2 80x80x8 A2 0.455 46.3
75X150 75x150 RT 0.252 25.7
---------------------
6.547 667.3
No. of real numbers in Stiffness/mass matrix = 3078 (30780 bytes)
Time used to analyse = 0: 0:0.516 seconds