SKITSEPROJEKT - LandCAD

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Job Number
Job Title
Client
Calcs by Checked by Date
Sheet
5324
Kulturbro-Aalborg - Bilag 1
Jens Toft-Nielsen
2
Morten Struve Nielsen Ejvind Rasmussen 19-03-2007
========== S p a c e - F r a m e A n a l y s i s - P R O K O N ===========
Ver W2.2.39 - 02 Feb 2007
TITLE :Gangbro 4,476m fag
Data file : Z:\FLERE\5324 - Kulturbro Aalborg\Beregninger\PROKON\brofag_4,476m+rækværk_ny.A03
Created on: 19-03-2007
========================== NODAL POINT COORDINATES ============================
Node No X-coord Y-coord Z-coord Node No X-coord Y-coord Z-coord
m m m m m m
1 0.000 0.000 0.309 2 1.230 0.000 0.309
3 1.680 0.000 0.309 4 2.580 0.000 0.309
5 3.480 0.000 0.309 6 0.000 0.000 3.524
7 1.230 0.000 3.524 8 1.680 0.000 3.524
9 2.580 0.000 3.524 10 3.480 0.000 3.524
11 1.680 0.000 0.000 12 2.580 0.000 0.000
13 3.480 0.000 0.000 14 1.680 0.000 4.476
15 2.580 0.000 4.476 16 3.480 0.000 4.476
18 3.480 1.200 0.000 19 3.480 1.200 0.309
21 3.480 1.200 3.524 22 3.480 1.200 4.476
23 1.680 0.000 2.238 24 2.580 0.000 2.238
25 3.480 0.000 2.238
=============================== ELEMENT DATA ==================================
Beam Secn. type Fixity Length ß
m (°)
1-2 HE240B 00 1.230 0.00
2-3 HE240B 00 0.450 0.00
3-4 HE240B 00 0.900 0.00
4-5 HE240B 00 0.900 0.00
6-7 HE240B 00 1.230 -0.00
7-8 HE240B 00 0.450 -0.00
8-9 HE240B 00 0.900 -0.00
9-10 HE240B 00 0.900 -0.00
3-11 IPE120 00 0.309 0.00
3-23 IPE120 00 1.929 0.00
8-23 IPE120 00 1.286 -0.00
8-14 IPE120 00 0.952 0.00
4-12 IPE160 00 0.309 0.00
4-24 IPE160 00 1.929 0.00
9-24 IPE160 00 1.286 0.00
9-15 IPE160 00 0.952 0.00
5-13 IPE140 00 0.309 0.00
5-25 IPE140 00 1.929 -0.00
10-25 IPE140 00 1.286 0.00
10-16 IPE140 00 0.952 0.00
18-19 10X15 00 0.309 -0.00
19-21 10X15 00 3.215 -0.00
21-22 10X15 00 0.952 0.00
5-19 10X10 00 1.200 0.00
10-21 10X10 00 1.200 0.00
2-10 NR40 00 3.924 0.00
5-7 NR40 00 3.924 0.00
14-15 IPE100 00 0.900 -0.00
15-16 IPE100 00 0.900 -0.00
11-12 IPE100 00 0.900 0.00
12-13 IPE100 00 0.900 0.00
============================ SECTION PROPERTIES ===============================
Section : 10X25 Section designation: 100x250 RT
----------------
A Ay Ax Ixx Iyy J Material
m^2 m^2 m^2 m^4 m^4 m^4
25.00E-3 0.000 0.000 130E-6 20.8E-6 62.4E-6 AZOBE
Section : 10X20 Section designation: 100x200 RT
----------------
A Ay Ax Ixx Iyy J Material