STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 04.12.2019
JOB NAME POB Payar Lebar
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
4 0 0 0; 5 0 0 0.265; 6 0 0 0.589286; 7 0 0 0.913571; 8 0 0 1.23786;
9 0 0 1.56214; 10 0 0 1.88643; 11 0 0 2.21071; 12 0 0 2.535; 13 0 0 2.8;
14 0.225 0 0; 15 0.225 0 0.265; 16 0.225 0 0.589286; 17 0.225 0 0.913571;
18 0.225 0 1.23786; 19 0.225 0 1.56214; 20 0.225 0 1.88643; 21 0.225 0 2.21071;
22 0.225 0 2.535; 23 0.225 0 2.8; 24 0.45 0 0; 25 0.45 0 0.265;
26 0.45 0 0.589286; 27 0.45 0 0.913571; 28 0.45 0 1.23786; 29 0.45 0 1.56214;
30 0.45 0 1.88643; 31 0.45 0 2.21071; 32 0.45 0 2.535; 33 0.45 0 2.8;
ELEMENT INCIDENCES SHELL
17 4 14 15 5; 18 5 15 16 6; 19 6 16 17 7; 20 7 17 18 8; 21 8 18 19 9;
22 9 19 20 10; 23 10 20 21 11; 24 11 21 22 12; 25 12 22 23 13; 26 14 24 25 15;
27 15 25 26 16; 28 16 26 27 17; 29 17 27 28 18; 30 18 28 29 19; 31 19 29 30 20;
32 20 30 31 21; 33 21 31 32 22; 34 22 32 33 23;
ELEMENT PROPERTY
17 TO 25 THICKNESS 0.45
26 TO 34 THICKNESS 0.3
DEFINE MATERIAL START
ISOTROPIC STEEL
E 2.05e+008
POISSON 0.3
DENSITY 76.8195
ALPHA 1.2e-005
DAMP 0.03
TYPE STEEL
STRENGTH FY 253200 FU 407800 RY 1.5 RT 1.2
ISOTROPIC CONCRETE
E 2.17185e+007
POISSON 0.17
DENSITY 23.5616
ALPHA 1e-005
DAMP 0.05
TYPE CONCRETE
STRENGTH FCU 27579
END DEFINE MATERIAL
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
15 TO 22 FIXED BUT FX FZ MX MY MZ KFY 52
4 13 24 33 ENFORCED BUT FY MX MY MZ
**
LOAD 1 LOADTYPE Dead  TITLE DEAD LOAD
SELFWEIGHT Y -1 
LOAD 2 LOADTYPE Live  TITLE LL
ELEMENT LOAD
17 TO 34 PR GY -5
**
LOAD COMB 11 1.0DL + 1.0LL
1 1.0 2 1.0 
LOAD COMB 12 1.35DL + 1.5LL
1 1.35 2 1.5 
**
PERFORM ANALYSIS
FINISH
