STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 30-Dec-17
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 6 0 0; 3 12 0 0; 4 18 0 0; 5 24 0 0; 6 30 0 0; 7 36 0 0; 8 0 1.5 0;
9 6 1.5 0; 10 12 1.5 0; 11 18 1.5 0; 12 24 1.5 0; 13 30 1.5 0; 14 36 1.5 0;
15 0 5 0; 16 6 5 0; 17 12 5 0; 18 18 5 0; 19 24 5 0; 20 30 5 0; 21 36 5 0;
22 0 0 6; 23 6 0 6; 24 12 0 6; 25 18 0 6; 26 24 0 6; 27 30 0 6; 28 36 0 6;
29 0 1.5 6; 30 6 1.5 6; 31 12 1.5 6; 32 18 1.5 6; 33 24 1.5 6; 34 30 1.5 6;
35 36 1.5 6; 36 0 5 6; 37 6 5 6; 38 12 5 6; 39 18 5 6; 40 24 5 6; 41 30 5 6;
42 36 5 6; 43 0 0 12; 44 6 0 12; 45 12 0 12; 46 18 0 12; 47 24 0 12;
48 30 0 12; 49 36 0 12; 50 0 1.5 12; 51 6 1.5 12; 52 12 1.5 12; 53 18 1.5 12;
54 24 1.5 12; 55 30 1.5 12; 56 36 1.5 12; 57 0 5 12; 58 6 5 12; 59 12 5 12;
60 18 5 12; 61 24 5 12; 62 30 5 12; 63 36 5 12; 64 0 8.5 0; 65 6 8.5 0;
66 30 8.5 0; 67 36 8.5 0; 68 0 8.5 6; 69 6 8.5 6; 70 30 8.5 6; 71 36 8.5 6;
72 0 8.5 12; 73 6 8.5 12; 74 30 8.5 12; 75 36 8.5 12; 76 6 6 0; 77 12 6 0;
78 18 6 0; 79 24 6 0; 80 30 6 0; 81 6 6 12; 82 12 6 12; 83 18 6 12; 84 24 6 12;
85 30 6 12; 86 0 9.5 0; 87 6 9.5 0; 88 30 9.5 0; 89 36 9.5 0; 90 0 9.5 6;
91 6 9.5 6; 92 30 9.5 6; 93 36 9.5 6; 94 0 9.5 12; 95 6 9.5 12; 96 30 9.5 12;
97 36 9.5 12;
MEMBER INCIDENCES
1 8 9; 2 9 10; 3 10 11; 4 11 12; 5 12 13; 6 13 14; 7 15 16; 8 16 17; 9 17 18;
10 18 19; 11 19 20; 12 20 21; 13 1 8; 14 2 9; 15 3 10; 16 4 11; 17 5 12;
18 6 13; 19 7 14; 20 8 15; 21 9 16; 22 10 17; 23 11 18; 24 12 19; 25 13 20;
26 14 21; 27 29 30; 28 30 31; 29 31 32; 30 32 33; 31 33 34; 32 34 35; 33 36 37;
34 37 38; 35 38 39; 36 39 40; 37 40 41; 38 41 42; 39 22 29; 40 23 30; 41 24 31;
42 25 32; 43 26 33; 44 27 34; 45 28 35; 46 29 36; 47 30 37; 48 31 38; 49 32 39;
50 33 40; 51 34 41; 52 35 42; 53 50 51; 54 51 52; 55 52 53; 56 53 54; 57 54 55;
58 55 56; 59 57 58; 60 58 59; 61 59 60; 62 60 61; 63 61 62; 64 62 63; 65 43 50;
66 44 51; 67 45 52; 68 46 53; 69 47 54; 70 48 55; 71 49 56; 72 50 57; 73 51 58;
74 52 59; 75 53 60; 76 54 61; 77 55 62; 78 56 63; 79 8 29; 80 9 30; 81 10 31;
82 11 32; 83 12 33; 84 13 34; 85 14 35; 86 15 36; 87 16 37; 88 17 38; 89 18 39;
90 19 40; 91 20 41; 92 21 42; 93 29 50; 94 30 51; 95 31 52; 96 32 53; 97 33 54;
98 34 55; 99 35 56; 100 36 57; 101 37 58; 102 38 59; 103 39 60; 104 40 61;
105 41 62; 106 42 63; 107 15 64; 108 16 76; 109 20 80; 110 21 67; 111 36 68;
112 37 69; 113 41 70; 114 42 71; 115 57 72; 116 58 81; 117 62 85; 118 63 75;
119 64 65; 120 66 67; 121 68 69; 122 70 71; 123 72 73; 124 74 75; 125 64 68;
126 65 69; 127 66 70; 128 67 71; 129 68 72; 130 69 73; 131 70 74; 132 71 75;
133 76 65; 134 17 77; 135 18 78; 136 19 79; 137 80 66; 138 81 73; 139 59 82;
140 60 83; 141 61 84; 142 85 74; 143 64 86; 144 65 87; 145 66 88; 146 67 89;
147 68 90; 148 69 91; 149 70 92; 150 71 93; 151 72 94; 152 73 95; 153 74 96;
154 75 97; 155 76 77; 156 77 78; 157 78 79; 158 79 80; 159 81 82; 160 82 83;
161 83 84; 162 84 85; 163 86 87; 164 88 89; 165 94 95; 166 96 97; 167 86 90;
168 87 91; 169 88 92; 170 89 93; 171 90 94; 172 91 95; 173 92 96; 174 93 97;
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 AMERICAN
1 TO 6 27 TO 32 53 TO 58 79 TO 85 93 TO 99 PRIS YD 0.3 ZD 0.3
7 TO 12 33 TO 38 59 TO 64 86 TO 92 100 TO 106 119 TO 132 155 TO 173 -
174 PRIS YD 0.45 ZD 0.3
13 TO 26 39 TO 52 65 TO 78 107 TO 118 133 TO 154 PRIS YD 0.3 ZD 0.45
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
1 TO 7 22 TO 28 43 TO 49 FIXED
LOAD 1 LOADTYPE Dead  TITLE DL
FLOOR LOAD
YRANGE 1.6 5 FLOAD -3.75 XRANGE 0 36  ZRANGE 0 12  GY
YRANGE 5 8.5 FLOAD -3.75 XRANGE 0 36  ZRANGE 0 12  GY
MEMBER LOAD
7 TO 12 33 TO 38 59 TO 64 86 TO 92 100 TO 106 119 TO 132 155 TO 173 -
174 UNI GY -16.1
27 TO 38 87 TO 91 101 TO 105 121 122 126 127 130 131 168 169 172 -
173 UNI GY -8.05
34 TO 37 147 TO 150 155 TO 174 UNI GY -2.3
SELFWEIGHT Y -1 LIST 1 TO 132
FLOOR LOAD
YRANGE 1.6 8.5 FLOAD -1.5 XRANGE 0 36  ZRANGE 0 12  GY
LOAD 2 LOADTYPE Live  TITLE LL
FLOOR LOAD
YRANGE 0 8.5 FLOAD -3 XRANGE 0 36  ZRANGE 0 12  GY
FINISH
