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 1
Jens Toft-Nielsen
142
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 4,980m fag
Data file : Z:\FLERE\5324 - Kulturbro Aalborg\Beregninger\PROKON\broklap_4,98m_åbning_75grader.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 0.290 0.078 2 1.690 0.290 0.078
3 2.210 0.290 0.078 4 2.810 0.290 0.078
5 3.410 0.290 0.078 6 0.000 3.317 0.889
7 1.690 3.317 0.889 8 2.210 3.317 0.889
9 2.810 3.317 0.889 10 3.410 3.317 0.889
11 2.210 0.000 0.000 13 3.410 0.000 0.000
14 2.210 4.810 1.289 16 3.410 4.810 1.289
17 3.410 1.803 0.483 18 3.410 0.290 -1.159
19 3.410 0.600 -1.081 20 3.410 2.114 -0.676
21 3.410 3.628 -0.270 22 3.410 5.121 0.130
23 2.210 1.803 0.483
=============================== ELEMENT DATA ==================================
Beam Secn. type Fixity Length ß
m (°)
1-2 HE200B 00 1.690 0.00
2-3 HE200B 00 0.520 0.00
3-4 HE200B 00 0.600 0.00
4-5 HE200B 00 0.600 0.00
6-7 HE200B 00 1.690 -0.00
7-8 HE200B 00 0.520 -0.00
8-9 HE200B 00 0.600 -0.00
9-10 HE200B 00 0.600 -0.00
3-11 IPE160 00 0.300 0.00
3-23 IPE160 00 1.566 0.00
8-23 IPE160 00 1.567 -0.00
8-14 IPE160 00 1.546 0.00
5-13 IPE160 00 0.300 0.00
5-17 IPE160 00 1.566 -0.00
10-17 IPE160 00 1.567 0.00
10-16 IPE160 00 1.546 0.00
18-19 10X15 00 0.320 -0.00
19-20 10X15 00 1.567 -0.00
20-21 10X15 00 1.567 -0.00
21-22 10X15 00 1.546 0.00
5-19 10X10 00 1.200 0.00
10-21 10X10 00 1.200 0.00
2-10 NR40 00 3.575 0.00
5-7 NR40 00 3.575 0.00
14-16 IPE100 00 1.200 -0.00
11-13 IPE100 00 1.200 0.00
============================ SECTION PROPERTIES ===============================
Section : HE120B Section designation: HE120B H1
----------------
A Ay Ax Ixx Iyy J Material
m^2 m^2 m^2 m^4 m^4 m^4
3.400E-3 0.000 0.000 8.64E-6 3.18E-6 139E-9 Steel:S275
Section : HE140B Section designation: HE140B H1
----------------
A Ay Ax Ixx Iyy J Material
m^2 m^2 m^2 m^4 m^4 m^4
4.300E-3 0.000 0.000 15.1E-6 5.50E-6 201E-9 Steel:S275
Section : HE160B Section designation: HE160B H1
----------------