STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 10-Jan-18
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 3 0 0; 2 3 3 0; 3 3 6 0; 4 3 9 0; 5 1.5 0 -2.59808; 6 1.5 3 -2.59808;
7 1.5 6 -2.59808; 8 1.5 9 -2.59808; 9 -1.5 0 -2.59808; 10 -1.5 3 -2.59808;
11 -1.5 6 -2.59808; 12 -1.5 9 -2.59808; 13 -3 0 -3.67382e-016;
14 -3 3 -3.67382e-016; 15 -3 6 -3.67382e-016; 16 -3 9 -3.67382e-016;
17 -1.5 0 2.59808; 18 -1.5 3 2.59808; 19 -1.5 6 2.59808; 20 -1.5 9 2.59808;
21 1.5 0 2.59808; 22 1.5 3 2.59808; 23 1.5 6 2.59808; 24 1.5 9 2.59808;
25 -1.5 12 -2.59808; 26 -3 12 -3.67382e-016; 27 0.883915 9 -1.51692;
28 2.25 9 -1.29904; 29 0.888851 9 0.288763; 30 2.25 9 1.29904;
31 1.56312 9 -0.359634; 32 0.416642 9 1.58777; 33 -1.64498e-005 9 0.866095;
34 -0.666772 9 1.65302; 35 1.24998 9 1.29908; 36 6.61931e-008 9 2.59808;
37 -1.74999 9 -0.432957; 38 -2.25 9 1.29904; 39 -0.999997 9 0.288756;
40 -0.916666 9 -0.721584; 41 -7.38233e-006 9 3.89105e-005;
42 -0.0833469 9 -1.87628; 43 -6.61931e-008 9 -2.59808; 44 -1 9 -1.73197;
45 -2.25 9 -1.29904; 46 -1.5 12 2.59808; 47 1.5 12 2.59808;
48 3 12 7.34764e-016; 49 1.5 12 -2.59808; 81 1.5 11.9962 2.59808;
82 3 11.9962 5.31178e-008; 83 2.44042 12.2813 4.62123e-008;
84 1.22021 12.2813 2.11347; 85 1.5 11.9962 -2.59808;
86 1.22021 12.2813 -2.11347; 87 -1.5 11.9962 -2.59808;
88 -1.22021 12.2813 -2.11347; 89 -3 11.9962 -5.31178e-008;
90 -2.44042 12.2813 -4.62123e-008; 91 -1.5 11.9962 2.59808;
92 -1.22021 12.2813 2.11347; 93 1.8541 12.5063 1.33258e-008;
94 0.927051 12.5063 1.6057; 95 0.927051 12.5063 -1.6057;
96 -0.927051 12.5063 -1.6057; 97 -1.8541 12.5063 -1.33258e-008;
98 -0.927051 12.5063 1.6057; 99 1.24747 12.6689 -1.50879e-008;
100 0.623735 12.6689 1.08034; 101 0.623735 12.6689 -1.08034;
102 -0.623735 12.6689 -1.08034; 103 -1.24747 12.6689 1.50879e-008;
104 -0.623735 12.6689 1.08034; 105 0.627171 12.7671 5.45956e-009;
106 0.313585 12.7671 0.543146; 107 0.313585 12.7671 -0.543146;
108 -0.313585 12.7671 -0.543146; 109 -0.627171 12.7671 -5.45956e-009;
110 -0.313585 12.7671 0.543146; 111 0 12.8 0;
MEMBER INCIDENCES
1 1 2; 2 2 3; 3 3 4; 4 2 6; 5 3 7; 7 5 6; 8 6 7; 9 7 8; 10 6 10; 11 7 11;
13 9 10; 14 10 11; 15 11 12; 16 10 14; 17 11 15; 19 13 14; 20 14 15; 21 15 16;
22 14 18; 23 15 19; 25 17 18; 26 18 19; 27 19 20; 28 18 22; 29 19 23; 31 21 22;
32 22 23; 33 23 24; 34 22 2; 35 23 3; 145 4 8; 146 8 12; 147 12 16; 148 16 20;
149 20 24; 150 24 4;
ELEMENT INCIDENCES SHELL
38 27 28 8; 40 29 30 31; 41 32 33 34; 42 29 35 30; 44 34 20 36; 46 37 16 38;
47 39 34 33; 48 39 38 34; 49 40 41 27; 51 42 43 44; 53 40 45 37; 54 31 27 41;
55 27 8 43; 56 31 30 4; 57 44 12 45; 58 44 43 12; 59 37 45 16; 60 40 44 45;
61 35 24 30; 62 32 36 24; 63 31 28 27; 64 31 4 28; 65 34 38 20; 66 39 37 38;
67 29 41 33; 68 32 35 33; 69 40 37 39; 70 39 33 41; 71 42 44 40; 72 40 39 41;
73 29 33 35; 74 29 31 41; 75 32 24 35; 76 32 34 36; 77 42 27 43; 78 42 40 27;
79 12 16 26 25; 80 16 20 46 26; 81 20 24 47 46; 82 24 4 48 47; 83 4 8 49 48;
84 8 12 25 49; 115 81 82 83 84; 116 82 85 86 83; 117 85 87 88 86;
118 87 89 90 88; 119 89 91 92 90; 120 91 81 84 92; 121 84 83 93 94;
122 83 86 95 93; 123 86 88 96 95; 124 88 90 97 96; 125 90 92 98 97;
126 92 84 94 98; 127 94 93 99 100; 128 93 95 101 99; 129 95 96 102 101;
130 96 97 103 102; 131 97 98 104 103; 132 98 94 100 104; 133 100 99 105 106;
134 99 101 107 105; 135 101 102 108 107; 136 102 103 109 108;
137 103 104 110 109; 138 104 100 106 110; 139 106 105 111; 140 105 107 111;
141 107 108 111; 142 108 109 111; 143 109 110 111; 144 110 106 111;
ELEMENT PROPERTY
38 40 TO 42 44 46 TO 49 51 53 TO 78 THICKNESS 0.4
79 TO 84 115 TO 144 THICKNESS 0.2
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.17185e+007
POISSON 0.17
DENSITY 23.5616
ALPHA 1e-005
DAMP 0.05
END DEFINE MATERIAL
MEMBER PROPERTY
1 TO 3 7 TO 9 13 TO 15 19 TO 21 25 TO 27 31 TO 33 PRIS YD 0.6
4 5 10 11 16 17 22 23 28 29 34 35 145 TO 150 PRIS YD 0.33 ZD 0.33
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
1 5 9 13 17 21 FIXED
LOAD 1 LOADTYPE Dead  TITLE dl
SELFWEIGHT Y -1 LIST 1 TO 5 7 TO 11 13 TO 17 19 TO 23 25 TO 29 31 TO 35 38 -
40 TO 42 44 46 TO 49 51 53 TO 84 115 TO 150
LOAD 2 LOADTYPE Live REDUCIBLE TITLE ll
ELEMENT LOAD
38 40 TO 42 44 46 TO 49 51 53 TO 78 PR GY -300
79 TRAP JT 225 300 300 225
80 TRAP JT 300 225 225 300
81 TRAP JT 225 75 75 225
82 TRAP JT 75 0 0 75
83 TRAP JT 0 75 75 0
84 TRAP JT 75 225 225 75
PERFORM ANALYSIS
FINISH
