STAAD SPACE TO ETAGERS BETONRAMME
START JOB INFORMATION
JOB NAME Viby Centret
JOB CLIENT Carl Bro Group
ENGINEER NAME C. Lyngs�
ENGINEER DATE 02-Jan-02
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
6 PRIS YD 0.5 ZD 0.3
3 PRIS YD 0.3 ZD 0.2
MEMBER PROPERTY AMERICAN
1 2 4 5 PRIS YD 0.44 ZD 0.5
SUPPORTS
1 6 FIXED
MEMBER RELEASE
3 5 6 START MP 0.1
1 3 6 END MP 0.1
CONSTANTS
E 3.8e+007 MEMB 1 TO 6
POISSON 0.17 MEMB 1 TO 6
DENSITY 25 MEMB 1 TO 6
ALPHA 1.2e-011 MEMB 1 2 4 5
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 11 SPEC: EFTERSP�NDT ARMERING
MEMBER PRESTRESS LOAD
6 FORCE 1400 ES 0.165 EM -0.1 EE 0.165
3 FORCE 200 ES 0.065 EM -0.03 EE 0.065
LOAD 12 SPEC: F�RSP�NDT ARMERING
MEMBER POSTSTRESS LOAD
6 FORCE 220 ES -0.212 EM -0.212 EE -0.212
6 FORCE 220 ES 0.212 EM 0.212 EE 0.212
3 FORCE 140 ES 0.113 EM 0.113 EE 0.113
3 FORCE 140 ES -0.113 EM -0.113 EE -0.113
1 2 4 5 FORCE 710 ES 0.208 EM 0.208 EE 0.208
1 2 4 5 FORCE 710 ES -0.208 EM -0.208 EE -0.208
LOAD COMB 13 1.1 ANVENDELSESTILSTAND
1 1.0 3 1.0 4 1.0
LOAD COMB 14 2.1.1 - VIND FRA NORD
1 1.0 3 1.0 2 0.5 4 1.5
LOAD COMB 15 2.1.2 - VIND FRA VEST
1 1.0 3 1.0 2 0.5 5 1.5
LOAD COMB 16 2.1.3 - VIND FRA NORD
1 1.0 3 1.3 4 0.5 2 0.5
LOAD COMB 17 2.1.4 - VIND FRA VEST
1 1.0 2 0.5 5 0.5 3 1.3
LOAD COMB 18 2.1.5 MASSELAST
1 1.0 3 1.3 2 0.5 8 1.0
LOAD COMB 19 2.2.1 SUG FRA NORD
1 0.8 6 1.5
LOAD COMB 20 2.2.2 SUG FRA VEST
1 0.8 7 1.5
LOAD COMB 21 3.1.1 - PARALLEL
1 1.0 3 1.0 10 1.0
LOAD COMB 22 3.1.2 - VINKELRET
1 1.0 3 1.0 9 1.0
LOAD COMB 23 SPEC: KABEL - MG
1 1.0
LOAD COMB 24 SPEC: KABEL - MP
8 1.0 3 1.0
LOAD COMB 25 SPEC: ANVENDELSESTILSTAND
1 1.0 3 1.0 11 1.0 12 1.0 5 1.0
LOAD COMB 26 SPEC: BRUDGR�NSETILSTAND 2.1.5
1 1.0 11 1.0 12 1.0 2 0.5 3 1.3 8 1.0
NONLINEAR ANALYSIS PRINT STATICS CHECK
FINISH
