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; 25 0 6 0.75; 26 0.75 6 0.75; 27 0.75 6 0; 28 0 6 1.5; 29 0.75 6 1.5;
30 0 6 2.25; 31 0.75 6 2.25; 32 0.75 6 3; 33 1.5 6 0.75; 34 1.5 6 0;
35 1.5 6 1.5; 36 1.5 6 2.25; 37 1.5 6 3; 38 2.25 6 0.75; 39 2.25 6 0;
40 2.25 6 1.5; 41 2.25 6 2.25; 42 2.25 6 3; 43 3 6 0.75; 44 3 6 1.5;
45 3 6 2.25; 46 3.75 6 0.75; 47 3.75 6 0; 48 3.75 6 1.5; 49 3.75 6 2.25;
50 3.75 6 3; 51 4.5 6 0.75; 52 4.5 6 0; 53 4.5 6 1.5; 54 4.5 6 2.25;
55 4.5 6 3; 56 5.25 6 0.75; 57 5.25 6 0; 58 5.25 6 1.5; 59 5.25 6 2.25;
60 5.25 6 3; 61 6 6 0.75; 62 6 6 1.5; 63 6 6 2.25;
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 39; 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 43; 122 7 25; 4522 8 32; 10443 11 57; 12413 10 63; 16668 9 50;
16669 25 28; 16670 27 7; 16672 28 30; 16674 30 8; 16676 32 37; 16678 34 27;
16682 37 42; 16684 39 34; 16688 42 9; 16690 43 44; 16692 44 45; 16694 45 9;
16697 47 12; 16701 50 55; 16703 52 47; 16707 55 60; 16709 57 52; 16713 60 10;
16715 61 11; 16717 62 61; 16719 63 62;
ELEMENT INCIDENCES SHELL
16671 7 25 26 27; 16673 25 28 29 26; 16675 28 30 31 29; 16677 30 8 32 31;
16679 27 26 33 34; 16680 26 29 35 33; 16681 29 31 36 35; 16683 31 32 37 36;
16685 34 33 38 39; 16686 33 35 40 38; 16687 35 36 41 40; 16689 36 37 42 41;
16691 39 38 43 12; 16693 38 40 44 43; 16695 40 41 45 44; 16696 41 42 9 45;
16698 12 43 46 47; 16699 43 44 48 46; 16700 44 45 49 48; 16702 45 9 50 49;
16704 47 46 51 52; 16705 46 48 53 51; 16706 48 49 54 53; 16708 49 50 55 54;
16710 52 51 56 57; 16711 51 53 58 56; 16712 53 54 59 58; 16714 54 55 60 59;
16716 57 56 61 11; 16718 56 58 62 61; 16720 58 59 63 62; 16721 59 60 10 63;
ELEMENT PROPERTY
16671 16673 16675 16677 16679 TO 16681 16683 16685 TO 16687 16689 16691 16693 -
16695 16696 16698 TO 16700 16702 16704 TO 16706 16708 16710 TO 16712 16714 -
16716 16718 16720 16721 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 16669 16670 16672 16674 16676 16678 16682 16684 -
16688 16690 16692 16694 16697 16703 16709 16715 16717 -
16719 PRIS YD 0.25 ZD 0.25
16668 16701 16707 16713 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
*****************************************************************************************
LOAD 1 LOADTYPE Dead  TITLE DL - STRUCTURE SELFWEIGHT (-GY)
SELFWEIGHT Y -1 
*
*****************************************************************************************
LOAD 2 LOADTYPE None  TITLE DL - TANK SELFWEIGHT (-GY)
ELEMENT LOAD
16680 16705 PR -1 -0.325 -0.325 0.375 0.375
16686 16711 PR -1 -0.325 0.325 0.375 -0.375
16681 16706 PR -1 -0.375 0.375 0.325 -0.325
16687 16712 PR -1 -0.375 0.325 0.325 -0.375
*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
16680 16705 PR -29.5 -0.325 -0.325 0.375 0.375
16686 16711 PR -29.5 -0.325 0.325 0.375 -0.375
16681 16706 PR -29.5 -0.375 0.375 0.325 -0.325
16687 16712 PR -29.5 -0.375 0.325 0.325 -0.375
*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
