SKITSEPROJEKT - LandCAD

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Job Number
Job Title
Client
Calcs by Checked by Date
Sheet
5324
Kulturbro-Aalborg - Bilag 2
Jens Toft-Nielsen
53
Morten Struve Nielsen Ejvind Rasmussen 19-03-2007
============================= LOAD COMBINATIONS ===============================
Load Comb Description
C1.1A
C1.1B
C1.2A
C1.2C
C2.1A
C2.1D
C2.2A
C2.3A
C2.3D
C2.4
NED
NED1
ÅBNING
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 7.4285 0.1346 300.24 0.138
2 9.5584 0.1046 670.45 0.186
3 11.2104 0.0892 4253.19 0.857
4 18.8000 0.0532 3700.20 0.265
5 19.5745 0.0511 22888.95 1.513
6 20.4448 0.0489 41020.93 2.486
7 25.4938 0.0392 11171.87 0.435
8 26.0689 0.0384 292240.61 10.893
======================= NORMALIZED DYNAMIC MODE SHAPES ========================
Node Shape No. X-disp. Y-disp. Z-disp. X-rot. Y-rot. Z-rot.
1 1 -8.25 -0.03 0.09 -0.0002 -0.0056 -0.0130
2 24.36 0.09 0.64 -0.0005 -0.0122 0.0195