STAAD SPACE TO ETAGERS ST�LRAMME
START JOB INFORMATION
JOB NAME Udvidelse af Viby Centret
JOB CLIENT Carl Bro Group
ENGINEER NAME C. Lyngs�
ENGINEER DATE 31-Oct-01
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 0 4 0; 3 0 8 0; 4 10 8 0; 5 10 4 0; 6 10 0 0;
MEMBER INCIDENCES
1 2 1; 2 3 2; 3 4 3; 4 5 4; 5 6 5; 6 5 2;
MEMBER PROPERTY EUROPEAN
1 2 4 5 TABLE ST HE340A
3 TABLE ST IPE200
6 TABLE ST IPE500
SUPPORTS
1 6 FIXED
MEMBER RELEASE
3 5 6 START MP 0.1
1 3 6 END MP 0.1
CONSTANTS
E 1.79e+008 MEMB 1 TO 6
POISSON 0.3 MEMB 1 TO 6
ALPHA 1.2e-011 MEMB 1 TO 6
DENSITY STEEL MEMB 1 TO 6
LOAD 1 EGENV�GT
SELFWEIGHT Y -1
MEMBER LOAD
3 UNI GY -2
6 UNI GY -20
4 5 UNI GY -2
JOINT LOAD
2 FY -10
3 FY -1
LOAD 2 SNELAST
MEMBER LOAD
3 UNI GY -3.6
LOAD 3 NYTTELAST
MEMBER LOAD
6 UNI GY -25
LOAD 4 VINDLAST - NORD
MEMBER LOAD
4 5 UNI GX -2
1 2 UNI GX -0.8
3 UNI GY -0.6 8 10
LOAD 5 VINDLAST - VEST
MEMBER LOAD
4 5 UNI GX 2.5
1 2 UNI GX -2.5
3 UNI GY -0.6
LOAD 6 VINDSUG - NORD
MEMBER LOAD
4 5 UNI GX -2
1 2 UNI GX -0.8
1 3 UNI GY 1.4 8 10
3 UNI GY 2 1.6 8
3 UNI GY 5 0 1.6
LOAD 7 VINDSUG - VEST
MEMBER LOAD
4 5 UNI GX 2.5
1 2 UNI GX -2.5
3 UNI GY 5 0 4
3 UNI GY 5 6 10
3 UNI GY 3.6 4 6
LOAD 8 VANDRET MASSELAST
JOINT LOAD
2 3 FX 11
LOAD 9 ULYKKESLAST VINKELRET (X)
MEMBER LOAD
5 CON GX -25 0.5
LOAD 10 ULYKKESLAST PARALLEL (Z)
MEMBER LOAD
5 CON GZ 50 0.5
LOAD COMB 11 1.1 ANVENDELSESTILSTAND
1 1.0 3 1.0
LOAD COMB 12 2.1.1 - VIND FRA NORD
1 1.0 3 1.0 2 0.5 4 1.5
LOAD COMB 13 2.1.2 - VIND FRA VEST
1 1.0 3 1.0 2 0.5 5 1.5
LOAD COMB 14 2.1.3 - VIND FRA NORD
1 1.0 3 1.3 4 0.5 2 0.5
LOAD COMB 15 2.1.4 - VIND FRA VEST
1 1.0 2 0.5 5 0.5 3 1.3
LOAD COMB 16 2.1.5 MASSELAST
1 1.0 3 1.3 2 0.5 8 1.0
LOAD COMB 17 2.2.1 SUG FRA NORD
1 0.8 6 1.5
LOAD COMB 18 2.2.2 SUG FRA VEST
1 0.8 7 1.5
LOAD COMB 19 3.1.1 - PARALLEL
1 1.0 3 1.0 10 1.0
LOAD COMB 20 3.1.2 - VINKELRET
1 1.0 3 1.0 9 1.0
NONLINEAR ANALYSIS PRINT STATICS CHECK
FINISH
