STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 17-Apr-11
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
6 0 0 5.71; 7 8 0 5.71; 8 16 0 5.71; 9 24 0 5.71; 11 0 0 14.61; 12 8 0 14.61;
13 16 0 14.61; 14 24 0 14.61; 46 0 6.2 5.71; 47 8 6.2 5.71; 48 16 6.2 5.71;
49 24 6.2 5.71; 51 0 6.2 14.61; 52 8 6.2 14.61; 53 16 6.2 14.61;
54 24 6.2 14.61; 55 0 0 22.61; 56 0 6.2 22.61; 57 8 0 22.61; 58 8 6.2 22.61;
MEMBER INCIDENCES
501 6 46; 601 7 47; 701 8 48; 801 9 49; 1001 11 51; 1101 12 52; 1201 13 53;
1301 14 54; 4005 46 47; 4006 47 48; 4007 48 49; 4009 51 52; 4010 52 53;
4011 53 54; 4027 51 46; 4031 52 47; 4035 53 48; 4039 54 49; 4040 55 56;
4041 57 58; 4042 56 51; 4043 56 58; 4044 58 52;
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.5e+07
POISSON 0.17
DENSITY 25
ALPHA 1e-05
DAMP 0.05
ISOTROPIC CONCDUMMY
E 2.5e+07
POISSON 0.17
DENSITY 0
ALPHA 1e-05
DAMP 0.05
END DEFINE MATERIAL
MEMBER PROPERTY INDIAN
501 601 701 801 1001 1101 1201 1301 4040 -
4041 PRIS AX 0.49 IX 1e-09 IY 0.0200083 IZ 0.0200083 YD 0.6 ZD 0.4
MEMBER PROPERTY INDIAN
4005 TO 4007 4009 TO 4011 4031 4035 -
4039 PRIS AX 0.54 IX 1e-09 IY 0.0162 IZ 0.03645 YD 0.8 ZD 0.45
MEMBER PROPERTY INDIAN
4027 PRIS YD 1.2 ZD 0.4
MEMBER PROPERTY INDIAN
4043 PRIS YD 0.8 ZD 0.23
4042 4044 PRIS YD 0.8 ZD 0.45
SUPPORTS
6 TO 9 11 TO 14 55 57 FIXED
CONSTANTS
MATERIAL CONCRETE ALL
MEMBER RELEASE
4043 START MY MZ
4043 END MY MZ
LOAD 1 LOADTYPE Dead  TITLE LOAD CASE 1
MEMBER LOAD
4005 TO 4007 4009 TO 4011 4027 4031 4035 4039 UNI GY -30
MEMBER LOAD
4005 4039 CON GY -350 4
LOAD 2 LOADTYPE Live  TITLE LOAD CASE 2
MEMBER LOAD
4009 CON GY -500 0.25
4011 UNI X 50
4005 UNI GY -50
LOAD 3 LOADTYPE None  TITLE LOAD CASE 3 EQ-X
JOINT LOAD
46 TO 49 51 TO 54 56 58 FX 50
LOAD 4 LOADTYPE None  TITLE LOAD CASE 4 EQ-Y
JOINT LOAD
46 TO 49 51 TO 54 56 58 FZ 40
LOAD COMBINATION 11
1 1.5 2 1.5 
LOAD COMBINATION 12
1 1.2 2 1.2 3 1.2 
LOAD COMBINATION 13
1 1.2 2 1.2 3 -1.2 
LOAD COMBINATION 14
1 1.2 2 1.2 4 1.2 
LOAD COMBINATION 15
1 1.2 2 1.2 4 -1.2 
LOAD COMBINATION 16
1 1.5 3 1.5 
LOAD COMBINATION 17
1 1.5 3 -1.5 
LOAD COMBINATION 18
1 1.5 4 1.5 
LOAD COMBINATION 19
1 1.5 4 -1.5 
LOAD COMBINATION 20
1 0.9 3 1.5 
LOAD COMBINATION 21
1 0.9 3 -1.5 
LOAD COMBINATION 22
1 0.9 4 1.5 
LOAD COMBINATION 23
1 0.9 4 -1.5 
PERFORM ANALYSIS
FINISH
