STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 26-Mar-15
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 3 0; 2 3 3 0; 3 6 3 0; 4 0 3 3; 5 3 3 3; 6 6 3 3; 7 0 6 0; 8 0 6 3;
9 3 6 3; 10 6 6 3; 11 6 6 0; 12 3 6 0; 13 0 0 0; 14 3 0 0; 15 6 0 0; 16 0 0 3;
17 3 0 3; 18 6 0 3; 19 0 -1 0; 20 3 -1 0; 21 6 -1 0; 22 0 -1 3; 23 3 -1 3;
24 6 -1 3;
MEMBER INCIDENCES
1 1 4; 2 4 5; 3 5 6; 4 6 3; 5 3 2; 6 2 1; 7 2 5; 13 12 7; 15 7 1; 16 1 13;
17 13 19; 18 8 4; 19 4 16; 20 16 22; 21 12 2; 22 2 14; 23 14 20; 24 9 5;
25 5 17; 26 17 23; 27 11 3; 28 3 15; 29 15 21; 30 10 6; 31 6 18; 32 18 24;
63 12 9; 122 7 8; 4522 8 9; 10443 11 12; 12413 10 11; 16668 9 10;
ELEMENT INCIDENCES SHELL
8 7 8 9 12; 9 12 9 10 11;
ELEMENT PROPERTY
8 9 THICKNESS 0.2
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.17185e+007
POISSON 0.17
DENSITY 23.5616
ALPHA 1e-005
DAMP 0.05
TYPE CONCRETE
STRENGTH FCU 20000
END DEFINE MATERIAL
MEMBER PROPERTY AMERICAN
15 TO 32 PRIS YD 0.25 ZD 0.25
13 63 122 4522 10443 12413 PRIS YD 0.25 ZD 0.25
16668 PRIS YD 0.25 ZD 0.25
1 TO 7 PRIS YD 0.2 ZD 0.2
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
19 TO 24 FIXED
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LOAD 1 LOADTYPE Dead  TITLE DL - STRUCTURE SELFWEIGHT (-GY)
SELFWEIGHT Y -1 
*
*****************************************************************************************
LOAD 2 LOADTYPE None  TITLE DL - TANK SELFWEIGHT (-GY)
ELEMENT LOAD
8 PR GY -1 -0.7 0.7 0.7 -0.7
9 PR GY -1 -0.7 0.7 0.7 -0.7
*
*****************************************************************************************
LOAD 4 LOADTYPE None  TITLE DL - TANK CONTENT (-GY)
ELEMENT LOAD
8 PR GY -29.5 -0.7 0.7 0.7 -0.7
9 PR GY -29.5 -0.7 0.7 0.7 -0.7
**
*****************************************************************************************
LOAD 5 LOADTYPE None  TITLE LL - FLOOR LIVE LOAD (-GY)
FLOOR LOAD
YRANGE 5.9 6 FLOAD -0.5 XRANGE 0 6  ZRANGE 0 3  GY
*
*****************************************************************************************
LOAD COMB 101 1.4DL + 1.6LL (FULL TANK)
1 1.4 2 1.4 4 1.4 5 1.6 
*
*****************************************************************************************
*DEAD + WIND(X), FULL TANK
*1.0DL + 1.4WL(X)
PERFORM ANALYSIS PRINT ALL
FINISH
