SKITSEPROJEKT - LandCAD

Internet: http://www.erasmus.dk
E-Mail : info@erasmus.dk
Job Number
Job Title
Client
Calcs by Checked by Date
Sheet
5324
Kulturbro-Aalborg - Bilag 2
Jens Toft-Nielsen
109
Morten Struve Nielsen Ejvind Rasmussen 19-03-2007
4 1.72 -22.43 22.06 0.0013 -0.0005 -0.0006
5 1.93 -105.68 22.45 0.0035 -0.0001 -0.0001
6 -1.35 163.42 -3.90 -0.0157 0.0042 0.0925
7 9.92 3.56 424.10 0.0111 -0.2012 0.0009
8 -0.27 53.81 -0.54 -0.3496 -0.0099 0.3647
13 1 0.00 -0.07 -0.02 -0.0000 0.0006 -0.0028
2 0.01 0.00 -1.84 0.0009 0.4581 0.0001
3 -0.04 5.54 -0.08 0.0262 0.0031 0.2280
4 0.06 -0.74 -0.48 -0.1832 0.0001 -0.0002
5 0.13 -2.97 2.59 -0.0088 -0.0002 -0.0003
6 -0.05 3.54 0.02 -0.0005 -0.0002 0.0382
7 0.33 0.22 -29.91 0.0008 0.0630 0.0005
8 -0.01 1.24 -0.12 -0.0102 0.0173 0.1836
14 1 0.02 -1.27 -0.16 -0.0004 0.0001 -0.0049
2 0.19 -0.05 -18.88 -0.0083 0.1195 -0.0016
3 -0.56 101.02 -0.84 0.3829 0.0023 0.3726
4 0.89 -5.80 7.01 -0.1003 -0.0003 -0.0001
5 1.07 -61.77 17.70 0.0006 -0.0000 -0.0004
6 -0.68 63.86 -0.57 -0.0078 0.0013 0.0642
7 4.94 1.59 -207.61 0.0030 -0.0168 0.0001
8 -0.14 22.45 -0.90 -0.1923 0.0021 0.2988
15 1 48.06 -3.69 0.01 -0.0003 1.0000 -0.0979
2 -2.32 -0.12 0.03 0.0070 -0.3429 0.0369
3 -314.65 237.93 -8.83 0.3267 0.5780 0.4819
4 27.08 -4.21 -8.23 0.0003 0.0031 -0.0009
5 -507.60 -98.63 -58.46 0.0037 0.0069 0.0005
6 999.63 -163.60 -69.84 -0.0277 0.6545 -0.5075
7 286.12 -23.91 993.84 0.0403 0.0351 -0.0305
8 -143.07 54.64 -3.07 -0.9934 0.5835 0.9328
16 1 1000.00 -3.66 -0.00 -0.0001 0.0000 -0.0978
2 -55.92 -1.30 0.01 0.0015 -0.0000 0.0347
3 242.34 23.63 0.03 0.0011 -0.0001 0.4862
4 -91.35 -313.47 -3.41 -0.0008 0.0004 -0.0012
5 -159.16 1000.00 -7.20 -0.0007 0.0002 -0.0028
6 -0.27 0.17 -70.07 -0.0396 -1.0000 -0.0001
7 16.65 -124.37 1000.00 0.0272 -0.0734 -0.0051
8 63.31 1000.00 0.47 0.0184 -0.0023 0.9696
17 1 48.05 -3.69 -0.01 0.0003 -1.0000 -0.0979
2 -2.32 -0.12 -0.02 -0.0077 0.3431 0.0369
3 -314.61 237.97 8.88 -0.3272 -0.5777 0.4819
4 11.56 -20.84 2.38 -0.0003 -0.0035 -0.0004
5 -500.89 -116.11 43.62 -0.0033 -0.0067 0.0009
6 -1000.00 163.61 -69.86 -0.0277 0.6532 0.5076
7 -219.80 2.15 997.06 0.0301 0.0602 0.0245
8 -143.27 54.51 3.99 0.9839 -0.5793 0.9356
18 1 3.68 -4.73 -0.00 -0.0000 -0.0000 -0.0125
2 1000.00 -1.82 0.00 0.0001 0.0000 0.0243
3 4.07 1000.00 -0.00 0.0001 -0.0002 1.0000
4 6.33 357.61 -0.30 -0.0003 -0.0004 -1.0000
5 12.57 -459.98 -1.80 -0.0001 -0.0004 1.0000
6 0.00 -0.01 -3.93 -0.0448 -0.0159 0.0021
7 0.26 0.56 426.92 -0.0031 1.0000 0.0136
8 0.02 -30.48 0.16 -0.0004 0.0209 -1.0000
============================== 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 0.455 46.3
HE180B HE180B H1 2.343 238.9
IPE180 IPE180 I1 0.000 0.0
IPE200 IPE200 I1 1.097 111.9
IPE220 IPE220 I1 1.286 131.1
DOBV2 80x80x8 A2 0.455 46.3
75X150 75x150 RT 0.280 28.5
---------------------
7.185 732.4
No. of real numbers in Stiffness/mass matrix = 3078 (30780 bytes)
Time used to analyse = 0: 0:0.531 seconds