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
32
Morten Struve Nielsen Ejvind Rasmussen 19-03-2007
5-13 Y 0.00 0.00 -2.25 -2.25 0.00
5-25 Y 0.00 0.00 -2.25 -2.25 0.00
10-25 Y 0.00 0.00 -2.25 -2.25 0.00
10-16 Y 0.00 0.00 -2.25 -2.25 0.00
4-12 Y 0.00 0.00 -4.50 -4.50 0.00
4-24 Y 0.00 0.00 -4.50 -4.50 0.00
9-24 Y 0.00 0.00 -4.50 -4.50 0.00
9-15 Y 0.00 0.00 -4.50 -4.50 0.00
18-19 Y 0.00 0.00 -1.40 -1.40 0.00
19-21 Y 0.00 0.00 -1.40 -1.40 0.00
21-22 Y 0.00 0.00 -1.40 -1.40 0.00
============================= LOAD CASE VL ================================
Vindlast
*** BEAM ELEMENT LOADS ***
Element Direction P a Wl Wr dT
kN m kN/m kN/m °C
5-13 X 0.00 0.00 -1.76 -1.76 0.00
5-25 X 0.00 0.00 -1.76 -1.76 0.00
10-25 X 0.00 0.00 -1.76 -1.76 0.00
10-16 X 0.00 0.00 -1.76 -1.76 0.00
5-19 X 0.00 0.00 -1.37 -1.37 0.00
10-21 X 0.00 0.00 -1.37 -1.37 0.00
18-19 X 0.00 0.00 -1.37 -1.37 0.00
19-21 X 0.00 0.00 -1.37 -1.37 0.00
21-22 X 0.00 0.00 -1.37 -1.37 0.00
============================= LOAD COMBINATIONS ===============================
Load Comb Description
C1.1A
C1.1B
C1.2A
C1.2C
C2.1A
C2.1D
C2.1J
C2.2A
C2.2D
C2.2J
C2.3A
C2.3D
C2.3J
C2.4
NED
NED1
Comb. Load factor for each load case: Ultimate Limit State
DL VM LL VL
C1.1A 1.0 0.0 1.0 0.0
C1.1B 1.0 0.0 0.0 1.0
C1.2A 1.0 0.0 1.0 1.0
C1.2C 1.0 0.0 1.0 1.0
C2.1A 1.0 0.0 1.3 0.5
C2.1D 1.0 0.0 0.5 1.5
C2.1J 1.0 1.0 1.0 0.0
C2.2A 0.8 0.0 1.3 0.5
C2.2D 0.8 1.0 0.5 1.5
C2.2J 0.8 1.0 1.0 0.0
C2.3A 0.3 0.0 1.0 0.5
C2.3D 0.3 0.0 0.5 1.0
C2.3J 0.3 1.0 1.0 0.0
C2.4 1.0 0.0 1.1 1.3
NED 1.0 0.0 1.0 0.0
NED1 0.0 0.0 1.0 0.0
Comb. Load factor for each load case: Serviceability Limit State
DL VM LL VL
C1.1A 1.0 0.0 0.4 0.0
C1.1B 1.0 0.0 0.0 0.4