STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 28-Jan-09
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 2.2 0; 2 0 0 0; 3 0 -2.11 0; 4 0 -7 0; 5 0 -2.71 0; 6 0 -3.31 0; 7 0 -3.91 0; 8 0 -4.51 0; 9 0 -5.11 0; 10 0 -5.71 0; 11 0 -6.31 0;
12 0 -0.422 0; 13 0 -0.844 0; 14 0 -1.266 0; 15 0 -1.688 0; 16 0 1.76 0; 17 0 1.32 0; 18 0 0.88 0; 19 0 0.44 0;
MEMBER INCIDENCES
1 1 16; 2 2 12; 3 3 5; 4 5 6; 5 6 7; 6 7 8; 7 8 9; 8 9 10; 9 10 11; 10 11 4; 11 12 13; 12 13 14; 13 14 15; 14 15 3; 15 16 17; 16 17 18; 17 18 19; 18 19 2; DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.17185e+007
POISSON 0.17
DENSITY 25
ALPHA 1e-005
DAMP 0.05
END DEFINE MATERIAL
MEMBER PROPERTY AMERICAN
1 TO 18 PRIS YD 0.6 ZD 1
CONSTANTS
MATERIAL CONCRETE MEMB 1 TO 18
SUPPORTS
3 FIXED BUT FY MX MY MZ KFX 9706 KFZ 9706
5 FIXED BUT FY MX MY MZ KFX 15298 KFZ 15298
6 FIXED BUT FY MX MY MZ KFX 15466 KFZ 15466
7 FIXED BUT FY MX MY MZ KFX 23998 KFZ 23998
8 FIXED BUT FY MX MY MZ KFX 24852 KFZ 24852
9 FIXED BUT FY MX MY MZ KFX 24852 KFZ 24852
10 FIXED BUT FY MX MY MZ KFX 24852 KFZ 24852
11 FIXED BUT FY MX MY MZ KFX 24852 KFZ 24852
4 FIXED BUT MX MZ KFX 14290 KFY 14920 KFZ 147920
LOAD 1 LOADTYPE Dead TITLE SELF WEIGHT
SELFWEIGHT Y -1
LOAD 2 LOADTYPE Soil TITLE ACTIVE EARTH PRESSURE MEMBER LOAD
17 CON GX -14.52 0.15
12 CON GX -43.84 0.35
3 CON GX -15.03 0.09
4 CON GX 93.55 0.22
6 CON GX -58.29 0.11
9 CON GX -199.13 0.13
LOAD 3 LOADTYPE Soil TITLE PASSIVE EARTH PRESSURE MEMBER LOAD
3 CON GX 7.97 0.16
4 CON GX 450.33 0.25
6 CON GX 115.22 0.13
9 CON GX 636.91 0.21
LOAD 4 LOADTYPE Soil TITLE DIFFERENTIAL WATER PRESSURE MEMBER LOAD
17 TRAP GX 0 -2.55 0.185 0.44
18 LIN Y -2.55 -6.95
2 TRAP GX -6.95 -8.4 0 0.145
2 TRAP GX -8.4 -8.4 0.145 0.42
3 TO 14 LIN Y -8.4 -8.4
LOAD 5 LOADTYPE Seismic TITLE SEISMIC FORCE JOINT LOAD
1 FX -8.625
LOAD 6 LOADTYPE None TITLE BERTHING FORCE JOINT LOAD
1 FX 10 FZ 10
LOAD 7 LOADTYPE None TITLE MOORING FORCE JOINT LOAD
1 FX -10 FZ -10
LOAD COMB 8 1.0DL+1.0AEP+1.0PEP+1.0DWF+1BF 1 1.0 2 1.0 3 1.0 4 1.0 6 1.0
LOAD COMB 9 1.0DL+1.0AEP+1.0PEP+1.0DWF+1MF 1 1.0 2 1.0 3 1.0 4 1.0 7 1.0
LOAD COMB 10 1.5DL+1.0AEP+1.0PEP+1.0DWP+1.5BF 1 1.5 2 1.0 3 1.0 4 1.0 6 1.5
LOAD COMB 11 1.5DL+1.0AEP+1.0PEP+1.0DWP+1.5MF 1 1.5 2 1.0 3 1.0 4 1.0 7 1.5
LOAD COMB 12 0.9DL+1.0AEP+1.0PEP+1.2DWP 1 0.9 2 1.0 3 1.0 4 1.2
LOAD COMB 13 1.2DL+1AEP+1PEP+1.2DWP 1 1.2 4 1.2 2 1.0 3 1.0
LOAD COMB 14 0.9DL+1AEP+1.0PEP+1.0DWP+1.5SF 1 0.9 2 1.0 3 1.0 4 1.0 5 1.5
LOAD COMB 15 1.2DL+1.0AEP+1.0PEP+1.0DWP+1.5SF 1 1.2 2 1.0 3 1.0 4 1.0 5 1.5
PERFORM ANALYSIS PRINT ALL
FINISH