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
146
Morten Struve Nielsen Ejvind Rasmussen 19-03-2007
============================= LOAD CASE VL1 ================================
Vindlast på broklap, syd
*** BEAM ELEMENT LOADS ***
Element Direction P a Wl Wr dT
kN m kN/m kN/m °C
3-11 L 0.00 0.00 -1.06 -1.06 0.00
3-23 L 0.00 0.00 -1.06 -1.06 0.00
8-23 L 0.00 0.00 -1.06 -1.06 0.00
8-14 L 0.00 0.00 -1.06 -1.06 0.00
5-13 L 0.00 0.00 -1.06 -1.06 0.00
5-17 L 0.00 0.00 -1.06 -1.06 0.00
10-17 L 0.00 0.00 -1.06 -1.06 0.00
10-16 L 0.00 0.00 -1.06 -1.06 0.00
============================= LOAD CASE VL2 ================================
Vindlast på broklap, nord
*** BEAM ELEMENT LOADS ***
Element Direction P a Wl Wr dT
kN m kN/m kN/m °C
3-11 L 0.00 0.00 1.06 1.06 0.00
3-23 L 0.00 0.00 1.06 1.06 0.00
8-23 L 0.00 0.00 1.06 1.06 0.00
8-14 L 0.00 0.00 1.06 1.06 0.00
5-13 L 0.00 0.00 1.06 1.06 0.00
5-17 L 0.00 0.00 1.06 1.06 0.00
10-17 L 0.00 0.00 1.06 1.06 0.00
10-16 L 0.00 0.00 1.06 1.06 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
ÅBNING
ÅBN1
ÅBN2
ÅBN3
Comb. Load factor for each load case: Ultimate Limit State
DL VM LL VL VL1 VL2
C1.1A 1.0 0.0 1.0 0.0 0.0 0.0
C1.1B 1.0 0.0 0.0 1.0 0.0 0.0
C1.2A 1.0 0.0 1.0 1.0 0.0 0.0
C1.2C 1.0 0.0 1.0 1.0 0.0 0.0
C2.1A 1.0 0.0 1.3 0.5 0.0 0.0
C2.1D 1.0 0.0 0.5 1.5 0.0 0.0
C2.1J 1.0 1.0 1.0 0.0 0.0 0.0
C2.2A 0.8 0.0 1.3 0.5 0.0 0.0
C2.2D 0.8 1.0 0.5 1.5 0.0 0.0
C2.2J 0.8 1.0 1.0 0.0 0.0 0.0
C2.3A 0.3 0.0 1.0 0.5 0.0 0.0
C2.3D 0.3 0.0 0.5 1.0 0.0 0.0
C2.3J 0.3 1.0 1.0 0.0 0.0 0.0
C2.4 1.0 0.0 1.1 1.3 0.0 0.0