SKITSEPROJEKT - LandCAD

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C1.2C
C2.1A
C2.1D
C2.2A
C2.3A
C2.3D
C2.4
NED
NED1
ÅBNING
Job Number
Job Title
Client
Calcs by Checked by Date
Sheet
5324
Kulturbro-Aalborg - Bilag 2
Jens Toft-Nielsen
25
Morten Struve Nielsen Ejvind Rasmussen 19-03-2007
Comb. Load factor for each load case: Ultimate Limit State
DL LL VL
C1.1A 1.0 1.0 0.0
C1.1B 1.0 0.0 1.0
C1.2A 1.0 1.0 1.0
C1.2C 1.0 1.0 1.0
C2.1A 1.0 1.3 0.5
C2.1D 1.0 0.5 1.5
C2.2A 0.8 1.3 0.5
C2.3A 0.3 1.0 0.5
C2.3D 0.3 0.5 1.0
C2.4 1.0 1.1 1.3
NED 1.0 1.0 0.0
NED1 0.0 1.0 0.0
ÅBNING 1.0 0.0 0.0
Comb. Load factor for each load case: Serviceability Limit State
DL LL VL
C1.1A 1.0 0.4 0.0
C1.1B 1.0 0.0 0.4
C1.2A 1.0 0.8 0.5
C1.2C 1.0 0.4 0.6
C2.1A 1.0 1.0 1.0
C2.1D 1.0 1.0 1.0
C2.2A 1.0 1.0 1.0
C2.3A 1.0 1.0 1.0
C2.3D 1.0 1.0 1.0
C2.4 1.0 1.0 1.0
NED 1.0 1.0 0.0
NED1 0.0 1.0 0.0
ÅBNING 1.0 0.0 0.0
========================= OUTPUT: DYNAMIC ANALYSIS ============================
=================== NATURAL FREQUENCY FOR EACH MODE SHAPE =====================
Mode shape Frequency (Hz) Period (s) Modal stiffness Kn Modal Mass Mn
1 7.5828 0.1319 422.89 0.186
2 9.7119 0.1030 202.37 0.054
3 11.9193 0.0839 3120.25 0.556
4 18.4895 0.0541 10219.34 0.757
5 19.8079 0.0505 5639.98 0.364
6 22.3499 0.0447 37221.21 1.887
7 26.7024 0.0374 389714.25 13.845
8 28.7297 0.0348 3921.87 0.120
======================= NORMALIZED DYNAMIC MODE SHAPES ========================
Node Shape No. X-disp. Y-disp. Z-disp. X-rot. Y-rot. Z-rot.
1 1 -7.72 -0.03 0.15 -0.0003 -0.0096 -0.0138
2 19.56 0.07 0.32 -0.0003 -0.0064 0.0186
3 295.75 0.91 5.28 -0.0054 -0.0561 0.3402
4 -15.12 -0.41 -2.26 0.0011 0.0500 -0.0119
5 -432.11 -1.33 4.41 -0.0050 -0.0755 -0.5081
6 -4.14 0.32 -1000.00 0.0692 0.0010 0.0001
7 -19.45 -0.16 -58.90 0.0149 0.3412 -0.0047
8 70.90 0.08 -3.50 0.0016 0.0053 0.0340
2 1 0.00 0.00 0.00 -0.0001 0.0025 -0.0066