STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 04-Oct-10
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 1 0 0; 3 2 0 0; 4 3 0 0; 5 4 0 0; 6 5 0 0; 7 6 0 0; 8 7 0 0;
9 8 0 0; 10 9 0 0; 11 10 0 0; 12 11 0 0; 13 12 0 0; 14 13 0 0; 15 14 0 0;
16 15 0 0; 17 16 0 0; 18 17 0 0; 19 18 0 0; 20 19 0 0; 21 20 0 0; 22 0 0 -2.15;
23 1 0 -2.15; 24 2 0 -2.15; 25 3 0 -2.15; 26 4 0 -2.15; 27 5 0 -2.15;
28 6 0 -2.15; 29 7 0 -2.15; 30 8 0 -2.15; 31 9 0 -2.15; 32 10 0 -2.15;
33 11 0 -2.15; 34 12 0 -2.15; 35 13 0 -2.15; 36 14 0 -2.15; 37 15 0 -2.15;
38 16 0 -2.15; 39 17 0 -2.15; 40 18 0 -2.15; 41 19 0 -2.15; 42 20 0 -2.15;
43 0 0 -1.075; 44 1 0 -1.075; 45 2 0 -1.075; 46 3 0 -1.075; 47 4 0 -1.075;
48 5 0 -1.075; 49 6 0 -1.075; 50 7 0 -1.075; 51 8 0 -1.075; 52 9 0 -1.075;
53 10 0 -1.075; 54 11 0 -1.075; 55 12 0 -1.075; 56 13 0 -1.075; 57 14 0 -1.075;
58 15 0 -1.075; 59 16 0 -1.075; 60 17 0 -1.075; 61 18 0 -1.075; 62 19 0 -1.075;
63 20 0 -1.075; 64 0 0 2.15; 65 1 0 2.15; 66 2 0 2.15; 67 3 0 2.15;
68 4 0 2.15; 69 5 0 2.15; 70 6 0 2.15; 71 7 0 2.15; 72 8 0 2.15; 73 9 0 2.15;
74 10 0 2.15; 75 11 0 2.15; 76 12 0 2.15; 77 13 0 2.15; 78 14 0 2.15;
79 15 0 2.15; 80 16 0 2.15; 81 17 0 2.15; 82 18 0 2.15; 83 19 0 2.15;
84 20 0 2.15; 85 0 0 1.075; 86 1 0 1.075; 87 2 0 1.075; 88 3 0 1.075;
89 4 0 1.075; 90 5 0 1.075; 91 6 0 1.075; 92 7 0 1.075; 93 8 0 1.075;
94 9 0 1.075; 95 10 0 1.075; 96 11 0 1.075; 97 12 0 1.075; 98 13 0 1.075;
99 14 0 1.075; 100 15 0 1.075; 101 16 0 1.075; 102 17 0 1.075; 103 18 0 1.075;
104 19 0 1.075; 105 20 0 1.075;
*
MEMBER INCIDENCES
1 1 2; 2 2 3; 3 3 4; 4 4 5; 5 5 6; 6 6 7; 7 7 8; 8 8 9; 9 9 10; 10 10 11;
11 11 12; 12 12 13; 13 13 14; 14 14 15; 15 15 16; 16 16 17; 17 17 18; 18 18 19;
19 19 20; 20 20 21;
*
ELEMENT INCIDENCES SHELL
21 1 2 44 43; 22 2 3 45 44; 23 3 4 46 45; 24 4 5 47 46; 25 5 6 48 47;
26 6 7 49 48; 27 7 8 50 49; 28 8 9 51 50; 29 9 10 52 51; 30 10 11 53 52;
31 11 12 54 53; 32 12 13 55 54; 33 13 14 56 55; 34 14 15 57 56; 35 15 16 58 57;
36 16 17 59 58; 37 17 18 60 59; 38 18 19 61 60; 39 19 20 62 61; 40 20 21 63 62;
41 43 44 23 22; 42 44 45 24 23; 43 45 46 25 24; 44 46 47 26 25; 45 47 48 27 26;
46 48 49 28 27; 47 49 50 29 28; 48 50 51 30 29; 49 51 52 31 30; 50 52 53 32 31;
51 53 54 33 32; 52 54 55 34 33; 53 55 56 35 34; 54 56 57 36 35; 55 57 58 37 36;
56 58 59 38 37; 57 59 60 39 38; 58 60 61 40 39; 59 61 62 41 40; 60 62 63 42 41;
61 64 65 86 85; 62 65 66 87 86; 63 66 67 88 87; 64 67 68 89 88; 65 68 69 90 89;
66 69 70 91 90; 67 70 71 92 91; 68 71 72 93 92; 69 72 73 94 93; 70 73 74 95 94;
71 74 75 96 95; 72 75 76 97 96; 73 76 77 98 97; 74 77 78 99 98;
75 78 79 100 99; 76 79 80 101 100; 77 80 81 102 101; 78 81 82 103 102;
79 82 83 104 103; 80 83 84 105 104; 81 85 86 2 1; 82 86 87 3 2; 83 87 88 4 3;
84 88 89 5 4; 85 89 90 6 5; 86 90 91 7 6; 87 91 92 8 7; 88 92 93 9 8;
89 93 94 10 9; 90 94 95 11 10; 91 95 96 12 11; 92 96 97 13 12; 93 97 98 14 13;
94 98 99 15 14; 95 99 100 16 15; 96 100 101 17 16; 97 101 102 18 17;
98 102 103 19 18; 99 103 104 20 19; 100 104 105 21 20;
*
ELEMENT PROPERTY
21 TO 100 THICKNESS 0.4
*
DEFINE MATERIAL START
ISOTROPIC STEEL
E 2.1e+008
POISSON 0.3
DENSITY 78.5
ALPHA 1.2e-005
DAMP 0.03
*
ISOTROPIC CONCRETE
E 2.5e+007
POISSON 0.17
DENSITY 25
ALPHA 1e-005
DAMP 0.05
END DEFINE MATERIAL
*
MEMBER PROPERTY AMERICAN
1 TO 20 TAPERED 1.5 0.02 1.5 0.6 0.03 0.6 0.03
*
CONSTANTS
MATERIAL STEEL MEMB 1 TO 20
MATERIAL CONCRETE MEMB 21 TO 100
*
SUPPORTS
1 PINNED
21 FIXED BUT FX MX MY MZ
*
MEMBER OFFSET
1 TO 20 START 0 -0.95 0
1 TO 20 END 0 -0.95 0
*
LOAD 1 LOADTYPE Live  TITLE LOAD 1
MEMBER LOAD
1 TO 20 UNI GY -100
*
LOAD 2 LOADTYPE Live  TITLE LOAD 2
ELEMENT LOAD
21 TO 100 PR GY -10
*
LOAD 3 LOADTYPE Temperature  TITLE SHRINKAGE
TEMPERATURE LOAD
21 TO 100 TEMP -30
*
PERFORM ANALYSIS 
FINISH
