STAAD SPACE FINITE ELEMENT MODEL OF TANK STRUCTURE
START JOB INFORMATION
ENGINEER DATE 23-Aug-16
END JOB INFORMATION
UNIT FEET KIP
JOINT COORDINATES
1 0 0 0; 2 0 5 0; 3 0 10 0; 4 0 15 0; 5 0 20 0; 6 5 0 0; 7 5 5 0;
8 5 10 0; 9 5 15 0; 10 5 20 0; 11 10 0 0; 12 10 5 0; 13 10 10 0;
14 10 15 0; 15 10 20 0; 16 15 0 0; 17 15 5 0; 18 15 10 0; 19 15 15 0;
20 15 20 0; 21 20 0 0; 22 20 5 0; 23 20 10 0; 24 20 15 0; 25 20 20 0;
26 20 0 5; 27 20 5 5; 28 20 10 5; 29 20 15 5; 30 20 20 5; 31 20 0 10;
32 20 5 10; 33 20 10 10; 34 20 15 10; 35 20 20 10; 36 20 0 15;
37 20 5 15; 38 20 10 15; 39 20 15 15; 40 20 20 15; 41 20 0 20;
42 20 5 20; 43 20 10 20; 44 20 15 20; 45 20 20 20; 46 15 0 20;
47 15 5 20; 48 15 10 20; 49 15 15 20; 50 15 20 20; 51 10 0 20;
52 10 5 20; 53 10 10 20; 54 10 15 20; 55 10 20 20; 56 5 0 20; 57 5 5 20;
58 5 10 20; 59 5 15 20; 60 5 20 20; 61 0 0 20; 62 0 5 20; 63 0 10 20;
64 0 15 20; 65 0 20 20; 66 0 0 15; 67 0 5 15; 68 0 10 15; 69 0 15 15;
70 0 20 15; 71 0 0 10; 72 0 5 10; 73 0 10 10; 74 0 15 10; 75 0 20 10;
76 0 0 5; 77 0 5 5; 78 0 10 5; 79 0 15 5; 80 0 20 5; 81 5 0 5;
82 5 0 10; 83 5 0 15; 84 10 0 5; 85 10 0 10; 86 10 0 15; 87 15 0 5;
88 15 0 10; 89 15 0 15;
ELEMENT INCIDENCES SHELL
1 1 2 7 6; 2 2 3 8 7; 3 3 4 9 8; 4 4 5 10 9; 5 6 7 12 11; 6 7 8 13 12;
7 8 9 14 13; 8 9 10 15 14; 9 11 12 17 16; 10 12 13 18 17;
11 13 14 19 18; 12 14 15 20 19; 13 16 17 22 21; 14 17 18 23 22;
15 18 19 24 23; 16 19 20 25 24; 17 21 22 27 26; 18 22 23 28 27;
19 23 24 29 28; 20 24 25 30 29; 21 26 27 32 31; 22 27 28 33 32;
23 28 29 34 33; 24 29 30 35 34; 25 31 32 37 36; 26 32 33 38 37;
27 33 34 39 38; 28 34 35 40 39; 29 36 37 42 41; 30 37 38 43 42;
31 38 39 44 43; 32 39 40 45 44; 33 41 42 47 46; 34 42 43 48 47;
35 43 44 49 48; 36 44 45 50 49; 37 46 47 52 51; 38 47 48 53 52;
39 48 49 54 53; 40 49 50 55 54; 41 51 52 57 56; 42 52 53 58 57;
43 53 54 59 58; 44 54 55 60 59; 45 56 57 62 61; 46 57 58 63 62;
47 58 59 64 63; 48 59 60 65 64; 49 61 62 67 66; 50 62 63 68 67;
51 63 64 69 68; 52 64 65 70 69; 53 66 67 72 71; 54 67 68 73 72;
55 68 69 74 73; 56 69 70 75 74; 57 71 72 77 76; 58 72 73 78 77;
59 73 74 79 78; 60 74 75 80 79; 61 76 77 2 1; 62 77 78 3 2;
63 78 79 4 3; 64 79 80 5 4; 65 1 6 81 76; 66 76 81 82 71;
67 71 82 83 66; 68 66 83 56 61; 69 6 11 84 81; 70 81 84 85 82;
71 82 85 86 83; 72 83 86 51 56; 73 11 16 87 84; 74 84 87 88 85;
75 85 88 89 86; 76 86 89 46 51; 77 16 21 26 87; 78 87 26 31 88;
79 88 31 36 89; 80 89 36 41 46;
UNIT INCHES KIP
ELEMENT PROPERTY
1 TO 80 THICKNESS 8
DEFINE MATERIAL START
ISOTROPIC MATERIAL1
E 3000
POISSON 0.17
END DEFINE MATERIAL
CONSTANTS
MATERIAL MATERIAL1 ALL
SUPPORTS
1 6 11 16 21 26 31 36 41 46 51 56 61 66 71 76 81 TO 89 PINNED
UNIT FEET KIP
LOAD 1
ELEMENT LOAD
4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 PR 1
3 7 11 15 19 23 27 31 35 39 43 47 51 55 59 63 PR 2
2 6 10 14 18 22 26 30 34 38 42 46 50 54 58 62 PR 3
1 5 9 13 17 21 25 29 33 37 41 45 49 53 57 61 PR 4
UNIT INCHES KIP
LOAD 2 LOADTYPE None  TITLE LATERAL SOIL PRESSURE
ELEMENT LOAD
34 TRAP GZ JT -0.00825 -0.0065 -0.0065 -0.00825
35 TRAP GZ JT -0.0065 -0.00475 -0.00475 -0.0065
36 TRAP GZ JT -0.00475 -0.003 -0.003 -0.00475
37 TRAP GZ JT -0.01 -0.00825 -0.00825 -0.01
38 TRAP GZ JT -0.00825 -0.0065 -0.0065 -0.00825
39 TRAP GZ JT -0.0065 -0.00475 -0.00475 -0.0065
40 TRAP GZ JT -0.00475 -0.003 -0.003 -0.00475
41 TRAP GZ JT -0.01 -0.00825 -0.00825 -0.01
42 TRAP GZ JT -0.00825 -0.0065 -0.0065 -0.00825
43 TRAP GZ JT -0.0065 -0.00475 -0.00475 -0.0065
44 TRAP GZ JT -0.00475 -0.003 -0.003 -0.00475
45 TRAP GZ JT -0.01 -0.00825 -0.00825 -0.01
46 TRAP GZ JT -0.00825 -0.0065 -0.0065 -0.00825
47 TRAP GZ JT -0.0065 -0.00475 -0.00475 -0.0065
48 TRAP GZ JT -0.00475 -0.003 -0.003 -0.00475
33 TRAP GZ JT -0.01 -0.00825 -0.00825 -0.01
UNIT FEET KIP
PERFORM ANALYSIS
UNIT INCHES KIP
PRINT JOINT DISPLACEMENTS LIST 5 25 45 65
PRINT ELEMENT FORCE LIST 13 16
PRINT ELEMENT STRESSES LIST 9 12
START CONCRETE DESIGN
CODE ACI
DESIGN ELEMENT 9 12
END CONCRETE DESIGN
FINISH
