SKITSEPROJEKT - LandCAD

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Load Case Description
Job Number
Job Title
Client
DL Egenvægt
VM Vandret masselast
LL Trafiklast
VL Vindlast
Calcs by Checked by Date
Sheet
5324
Kulturbro-Aalborg - Bilag 1
Jens Toft-Nielsen
102
Morten Struve Nielsen Ejvind Rasmussen 19-03-2007
The Y component(s) of the following load cases have been added as masses
in the structure for purposes of the dynamic analysis:
none
============================= LOAD CASE DL ================================
Egenvægt
*** POINT LOADS ***
Node Fx Fy Fz Mx My Mz
kN kN kN kNm kNm kNm
5 0.00 -1.15 0.00 0.00 0.00 0.00
10 0.00 -1.51 0.00 0.00 0.00 0.00
*** BEAM ELEMENT LOADS ***
Element Direction P a Wl Wr dT
kN m kN/m kN/m °C
3-11 Y 0.00 0.00 -0.30 -0.30 0.00
3-23 Y 0.00 0.00 -0.30 -0.30 0.00
8-23 Y 0.00 0.00 -0.30 -0.30 0.00
8-14 Y 0.00 0.00 -0.30 -0.30 0.00
5-13 Y 0.00 0.00 -0.30 -0.30 0.00
5-17 Y 0.00 0.00 -0.30 -0.30 0.00
10-17 Y 0.00 0.00 -0.30 -0.30 0.00
10-16 Y 0.00 0.00 -0.30 -0.30 0.00
============================= LOAD CASE VM ================================
Vandret masselast
*** POINT LOADS ***
Node Fx Fy Fz Mx My Mz
kN kN kN kNm kNm kNm
3 0.00 0.00 0.11 0.00 0.00 0.00
5 0.00 0.00 0.17 0.00 0.00 0.00
8 0.00 0.00 0.18 0.00 0.00 0.00
10 0.00 0.00 0.27 0.00 0.00 0.00
============================= LOAD CASE LL ================================
Trafiklast
*** BEAM ELEMENT LOADS ***
Element Direction P a Wl Wr dT
kN m kN/m kN/m °C
3-11 Y 0.00 0.00 -3.00 -3.00 0.00
3-23 Y 0.00 0.00 -3.00 -3.00 0.00
8-23 Y 0.00 0.00 -3.00 -3.00 0.00
8-14 Y 0.00 0.00 -3.00 -3.00 0.00
5-13 Y 0.00 0.00 -3.00 -3.00 0.00
5-17 Y 0.00 0.00 -3.00 -3.00 0.00
10-17 Y 0.00 0.00 -3.00 -3.00 0.00
10-16 Y 0.00 0.00 -3.00 -3.00 0.00
18-19 Y 0.00 0.00 -1.10 -1.10 0.00
19-20 Y 0.00 0.00 -1.10 -1.10 0.00
20-21 Y 0.00 0.00 -1.10 -1.10 0.00
21-22 Y 0.00 0.00 -1.10 -1.10 0.00
============================= LOAD CASE VL ================================
Vindlast