STAAD SPACE DXF Import of RAJUMAMA.dxf
START JOB INFORMATION
ENGINEER DATE 28-Jun-20
END JOB INFORMATION
INPUT WIDTH 79
UNIT INCHES KN
JOINT COORDINATES
1 1818.24 0 -1109.87; 3 1795.24 0 -1448.87; 4 1795.24 0 -1601.87;
7 1953.24 0 -1109.87; 8 1953.24 0 -1274.87; 10 2070.24 0 -1639.87;
11 2229.24 0 -1127.87; 12 2229.24 0 -1361.87; 13 2229.24 0 -1448.87;
14 2229.24 0 -1639.87; 15 2004.24 0 -1448.87; 16 2004.24 0 -1601.87;
25 1818.24 0 -1274.87; 26 2229.24 0 -1274.87; 29 2070.24 0 -1127.87;
30 2070.24 0 -1448.87; 31 2070.24 0 -1274.87;
32 1818.24 131.89 -1109.87; 33 1818.24 131.89 -1448.87;
34 1795.24 131.89 -1448.87; 35 1795.24 131.89 -1601.87;
36 1917.24 131.89 -1274.87; 37 1917.24 131.89 -1448.87;
38 1953.24 131.89 -1109.87; 39 1953.24 131.89 -1274.87;
40 2070.24 131.89 -1109.87; 41 2070.24 131.89 -1639.87;
42 2229.24 131.89 -1127.87; 43 2229.24 131.89 -1361.87;
44 2229.24 131.89 -1448.87; 45 2229.24 131.89 -1639.87;
46 2004.24 131.89 -1448.87; 47 2004.24 131.89 -1601.87;
48 2160.24 131.89 -1274.87; 49 2160.24 131.89 -1448.87;
50 2070.24 131.89 -1601.87; 51 2070.24 131.89 -1535.87;
52 2004.24 131.89 -1535.87; 53 2070.24 131.89 -1471.87;
54 2004.24 131.89 -1471.87; 55 2160.24 131.89 -1361.87;
56 1818.24 131.89 -1274.87; 57 2229.24 131.89 -1274.87;
58 1953.24 131.89 -1178.87; 59 2070.24 131.89 -1178.87;
60 2070.24 131.89 -1127.87; 61 2070.24 131.89 -1448.87;
62 2070.24 131.89 -1274.87; 63 1818.24 263.78 -1109.87;
64 1818.24 263.78 -1448.87; 65 1795.24 263.78 -1448.87;
66 1795.24 263.78 -1601.87; 67 1917.24 263.78 -1274.87;
68 1917.24 263.78 -1448.87; 69 1953.24 263.78 -1109.87;
70 1953.24 263.78 -1274.87; 71 2070.24 263.78 -1109.87;
72 2070.24 263.78 -1639.87; 73 2229.24 263.78 -1127.87;
74 2229.24 263.78 -1361.87; 75 2229.24 263.78 -1448.87;
76 2229.24 263.78 -1639.87; 77 2004.24 263.78 -1448.87;
78 2004.24 263.78 -1601.87; 79 2160.24 263.78 -1274.87;
80 2160.24 263.78 -1448.87; 81 2070.24 263.78 -1601.87;
82 2070.24 263.78 -1535.87; 83 2004.24 263.78 -1535.87;
84 2070.24 263.78 -1471.87; 85 2004.24 263.78 -1471.87;
86 2160.24 263.78 -1361.87; 87 1818.24 263.78 -1274.87;
88 2229.24 263.78 -1274.87; 89 1953.24 263.78 -1178.87;
90 2070.24 263.78 -1178.87; 91 2070.24 263.78 -1127.87;
92 2070.24 263.78 -1448.87; 93 2070.24 263.78 -1274.87;
94 1818.24 395.669 -1109.87; 95 1818.24 395.669 -1448.87;
96 1795.24 395.669 -1448.87; 97 1795.24 395.669 -1601.87;
98 1917.24 395.669 -1274.87; 99 1917.24 395.669 -1448.87;
100 1953.24 395.669 -1109.87; 101 1953.24 395.669 -1274.87;
102 2070.24 395.669 -1109.87; 103 2070.24 395.669 -1639.87;
104 2229.24 395.669 -1127.87; 105 2229.24 395.669 -1361.87;
106 2229.24 395.669 -1448.87; 107 2229.24 395.669 -1639.87;
108 2004.24 395.669 -1448.87; 109 2004.24 395.669 -1601.87;
110 2160.24 395.669 -1274.87; 111 2160.24 395.669 -1448.87;
112 2070.24 395.669 -1601.87; 113 2070.24 395.669 -1535.87;
114 2004.24 395.669 -1535.87; 115 2070.24 395.669 -1471.87;
116 2004.24 395.669 -1471.87; 117 2160.24 395.669 -1361.87;
118 1818.24 395.669 -1274.87; 119 2229.24 395.669 -1274.87;
120 1953.24 395.669 -1178.87; 121 2070.24 395.669 -1178.87;
122 2070.24 395.669 -1127.87; 123 2070.24 395.669 -1448.87;
124 2070.24 395.669 -1274.87;
MEMBER INCIDENCES
44 1 32; 46 3 34; 47 4 35; 50 7 38; 51 8 39; 53 10 41; 54 11 42;
55 12 43; 56 13 44; 57 14 45; 58 15 46; 59 16 47; 68 25 56; 69 26 57;
72 29 60; 73 30 61; 74 31 62; 75 32 56; 76 34 35; 77 36 37; 78 38 58;
79 40 60; 80 42 57; 81 44 45; 82 46 54; 83 48 55; 84 45 41; 85 50 47;
86 51 52; 87 53 54; 88 44 49; 89 43 55; 90 56 36; 91 58 59; 92 60 42;
93 32 38; 94 56 33; 95 58 39; 96 50 41; 97 51 50; 98 53 51; 99 61 53;
100 62 61; 101 59 62; 102 60 59; 103 57 43; 104 52 47; 105 54 52;
106 55 49; 107 47 35; 108 33 34; 109 37 33; 110 46 37; 111 61 46;
112 49 61; 113 48 57; 114 62 48; 115 39 62; 116 36 39; 117 38 40;
118 32 63; 119 34 65; 120 35 66; 121 38 69; 122 39 70; 123 41 72;
124 42 73; 125 43 74; 126 44 75; 127 45 76; 128 46 77; 129 47 78;
130 56 87; 131 57 88; 132 60 91; 133 61 92; 134 62 93; 135 63 87;
136 65 66; 137 67 68; 138 69 89; 139 71 91; 140 73 88; 141 75 76;
142 77 85; 143 79 86; 144 76 72; 145 81 78; 146 82 83; 147 84 85;
148 75 80; 149 74 86; 150 87 67; 151 89 90; 152 91 73; 153 63 69;
154 87 64; 155 89 70; 156 81 72; 157 82 81; 158 84 82; 159 92 84;
160 93 92; 161 90 93; 162 91 90; 163 88 74; 164 83 78; 165 85 83;
166 86 80; 167 78 66; 168 64 65; 169 68 64; 170 77 68; 171 92 77;
172 80 92; 173 79 88; 174 93 79; 175 70 93; 176 67 70; 177 69 71;
178 63 94; 179 65 96; 180 66 97; 181 69 100; 182 70 101; 183 72 103;
184 73 104; 185 74 105; 186 75 106; 187 76 107; 188 77 108; 189 78 109;
190 87 118; 191 88 119; 192 91 122; 193 92 123; 194 93 124; 195 94 118;
196 96 97; 197 98 99; 198 100 120; 199 102 122; 200 104 119;
201 106 107; 202 108 116; 203 110 117; 204 107 103; 205 112 109;
206 113 114; 207 115 116; 208 106 111; 209 105 117; 210 118 98;
211 120 121; 212 122 104; 213 94 100; 214 118 95; 215 120 101;
216 112 103; 217 113 112; 218 115 113; 219 123 115; 220 124 123;
221 121 124; 222 122 121; 223 119 105; 224 114 109; 225 116 114;
226 117 111; 227 109 97; 228 95 96; 229 99 95; 230 108 99; 231 123 108;
232 111 123; 233 110 119; 234 124 110; 235 101 124; 236 98 101;
237 100 102;
UNIT METER KN
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
UNIT INCHES KN
MEMBER PROPERTY
46 47 59 72 119 120 129 132 179 180 189 192 PRIS YD 18 ZD 9
44 50 51 53 54 56 TO 58 68 69 73 74 118 121 TO 124 126 TO 128 130 131 -
133 134 178 181 TO 184 186 TO 188 190 191 193 194 PRIS YD 9 ZD 18
75 TO 117 135 TO 177 195 TO 237 PRIS YD 17 ZD 9
UNIT METER KN
CONSTANTS
MATERIAL CONCRETE MEMB 44 46 47 50 51 53 54 56 TO 59 68 69 72 TO 124 -
126 TO 184 186 TO 237
FINISH
