STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 31-May-17
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 32.725 0 -32.725; 2 32.725 0 -28.55; 3 32.725 0 -25.05; 4 32.725 0 -21.55;
5 32.725 0 -18.05; 6 32.725 0 -14.55; 7 32.725 0 -11.05; 8 32.725 0 -7.55;
9 32.725 0 -3.255; 10 32.725 0 0; 11 32.725 1.5 -32.725; 12 32.725 1.5 -28.55;
13 32.725 1.5 -25.05; 14 32.725 1.5 -21.55; 15 32.725 1.5 -18.05;
16 32.725 1.5 -14.55; 17 32.725 1.5 -11.05; 18 32.725 1.5 -7.55;
19 32.725 1.5 -3.255; 20 32.725 1.5 0; 21 37.985 0 -32.725; 30 37.985 0 0;
31 37.985 1.5 -32.725; 32 37.985 1.5 -28.55; 33 37.985 1.5 -25.05;
34 37.985 1.5 -21.55; 35 37.985 1.5 -18.05; 36 37.985 1.5 -14.55;
37 37.985 1.5 -11.05; 38 37.985 1.5 -7.55; 39 37.985 1.5 -3.255;
40 37.985 1.5 0; 41 42.585 0 -32.725; 42 42.585 0 -28.55; 43 42.585 0 -25.05;
44 42.585 0 -21.55; 45 42.585 0 -18.05; 46 42.585 0 -14.55; 47 42.585 0 -11.05;
48 42.585 0 -7.55; 49 42.585 0 -3.255; 50 42.585 0 0; 51 42.585 1.5 -32.725;
52 42.585 1.5 -28.55; 53 42.585 1.5 -25.05; 54 42.585 1.5 -21.55;
55 42.585 1.5 -18.05; 56 42.585 1.5 -14.55; 57 42.585 1.5 -11.05;
58 42.585 1.5 -7.55; 59 42.585 1.5 -3.255; 60 42.585 1.5 0;
61 45.275 0 -32.725; 62 45.275 0 -28.55; 63 45.275 0 -25.05;
64 45.275 0 -21.55; 65 45.275 0 -18.05; 66 45.275 0 -14.55; 67 45.275 0 -11.05;
68 45.275 0 -7.55; 69 45.275 0 -3.255; 70 45.275 0 0; 71 45.275 1.5 -32.725;
72 45.275 1.5 -28.55; 73 45.275 1.5 -25.05; 74 45.275 1.5 -21.55;
75 45.275 1.5 -18.05; 76 45.275 1.5 -14.55; 77 45.275 1.5 -11.05;
78 45.275 1.5 -7.55; 79 45.275 1.5 -3.255; 80 45.275 1.5 0; 81 37.985 0 -3.255;
82 32.725 5.1 -32.725; 83 32.725 5.1 -28.55; 84 32.725 5.1 -25.05;
85 32.725 5.1 -21.55; 86 32.725 5.1 -18.05; 87 32.725 5.1 -14.55;
88 32.725 5.1 -11.05; 89 32.725 5.1 -7.55; 90 32.725 5.1 -3.255;
91 32.725 5.1 0; 92 37.985 5.1 -32.725; 93 37.985 5.1 -28.55;
94 37.985 5.1 -25.05; 95 37.985 5.1 -21.55; 96 37.985 5.1 -18.05;
97 37.985 5.1 -14.55; 98 37.985 5.1 -11.05; 99 37.985 5.1 -7.55;
100 37.985 5.1 -3.255; 101 37.985 5.1 0; 102 42.585 5.1 -32.725;
103 42.585 5.1 -28.55; 104 42.585 5.1 -25.05; 105 42.585 5.1 -21.55;
106 42.585 5.1 -18.05; 107 42.585 5.1 -14.55; 108 42.585 5.1 -11.05;
109 42.585 5.1 -7.55; 110 42.585 5.1 -3.255; 111 42.585 5.1 0;
112 45.275 5.1 -32.725; 113 45.275 5.1 -28.55; 114 45.275 5.1 -25.05;
115 45.275 5.1 -21.55; 116 45.275 5.1 -18.05; 117 45.275 5.1 -14.55;
118 45.275 5.1 -11.05; 119 45.275 5.1 -7.55; 120 45.275 5.1 -3.255;
121 45.275 5.1 0;
MEMBER INCIDENCES
1 11 12; 2 12 13; 3 13 14; 4 14 15; 5 15 16; 6 16 17; 7 17 18; 8 18 19;
9 19 20; 10 1 11; 11 2 12; 12 3 13; 13 4 14; 14 5 15; 15 6 16; 16 7 17;
17 8 18; 18 9 19; 19 10 20; 20 31 32; 21 32 33; 22 33 34; 23 34 35; 24 35 36;
25 36 37; 26 37 38; 27 38 39; 28 39 40; 29 21 31; 38 30 40; 39 51 52; 40 52 53;
41 53 54; 42 54 55; 43 55 56; 44 56 57; 45 57 58; 46 58 59; 47 59 60; 48 41 51;
49 42 52; 50 43 53; 51 44 54; 52 45 55; 53 46 56; 54 47 57; 55 48 58; 56 49 59;
57 50 60; 58 71 72; 59 72 73; 60 73 74; 61 74 75; 62 75 76; 63 76 77; 64 77 78;
65 78 79; 66 79 80; 67 61 71; 68 62 72; 69 63 73; 70 64 74; 71 65 75; 72 66 76;
73 67 77; 74 68 78; 75 69 79; 76 70 80; 77 11 31; 78 12 32; 79 13 33; 80 14 34;
81 15 35; 82 16 36; 83 17 37; 84 18 38; 85 19 39; 86 20 40; 87 31 51; 88 32 52;
89 33 53; 90 34 54; 91 35 55; 92 36 56; 93 37 57; 94 38 58; 95 39 59; 96 40 60;
97 51 71; 98 52 72; 99 53 73; 100 54 74; 101 55 75; 102 56 76; 103 57 77;
104 58 78; 105 59 79; 106 60 80; 107 81 39; 108 11 82; 109 12 83; 110 13 84;
111 14 85; 112 15 86; 113 16 87; 114 17 88; 115 18 89; 116 19 90; 117 20 91;
118 31 92; 126 39 100; 127 40 101; 128 51 102; 129 52 103; 130 53 104;
131 54 105; 132 55 106; 133 56 107; 134 57 108; 135 58 109; 136 59 110;
137 60 111; 138 71 112; 139 72 113; 140 73 114; 141 74 115; 142 75 116;
143 76 117; 144 77 118; 145 78 119; 146 79 120; 147 80 121; 148 82 83;
149 83 84; 150 84 85; 151 85 86; 152 86 87; 153 87 88; 154 88 89; 155 89 90;
156 90 91; 157 92 93; 158 93 94; 159 94 95; 160 95 96; 161 96 97; 162 97 98;
163 98 99; 164 99 100; 165 100 101; 166 102 103; 167 103 104; 168 104 105;
169 105 106; 170 106 107; 171 107 108; 172 108 109; 173 109 110; 174 110 111;
175 112 113; 176 113 114; 177 114 115; 178 115 116; 179 116 117; 180 117 118;
181 118 119; 182 119 120; 183 120 121; 184 82 92; 185 83 93; 186 84 94;
187 85 95; 188 86 96; 189 87 97; 190 88 98; 191 89 99; 192 90 100; 193 91 101;
194 92 102; 195 93 103; 196 94 104; 197 95 105; 198 96 106; 199 97 107;
200 98 108; 201 99 109; 202 100 110; 203 101 111; 204 102 112; 205 103 113;
206 104 114; 207 105 115; 208 106 116; 209 107 117; 210 108 118; 211 109 119;
212 110 120; 213 111 121;
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 27579
END DEFINE MATERIAL
MEMBER PROPERTY INDIAN
1 TO 9 11 TO 17 20 TO 28 39 TO 47 49 TO 55 58 TO 66 68 TO 74 77 85 TO 87 95 -
96 TO 97 105 106 109 TO 115 129 TO 135 139 TO 145 148 TO 184 192 TO 194 202 -
203 TO 204 212 213 PRIS YD 0.4 ZD 0.25
78 TO 84 88 TO 94 185 TO 191 195 TO 201 PRIS YD 0.7 ZD 0.25
MEMBER PROPERTY INDIAN
10 18 19 29 38 48 56 57 67 75 76 98 TO 104 107 108 116 TO 118 126 TO 128 136 -
137 TO 138 146 147 205 TO 211 PRIS YD 0.3 ZD 0.25
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
1 TO 10 21 30 41 TO 50 61 TO 70 81 FIXED
MEMBER RELEASE
21 TO 27 158 TO 164 START MPX 0.99 MPY 0.99 MPZ 0.99
21 TO 26 158 TO 163 END MPX 0.99 MPY 0.99 MPZ 0.99
LOAD 1 LOADTYPE Dead  TITLE DEAD LOAD
MEMBER LOAD
1 TO 9 58 TO 66 77 86 87 95 TO 97 105 106 148 TO 156 175 TO 184 193 194 202 -
203 TO 204 212 213 UNI GY -15
28 39 46 85 98 104 165 166 173 192 205 211 UNI GY -12
PERFORM ANALYSIS
FINISH
