STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 30-Apr-18
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 3 0 0; 3 6 0 0; 4 9 0 0; 5 12 0 0; 6 12 0 3; 7 9 0 3; 8 6 0 3;
9 3 0 3; 10 0 0 3; 11 0 0 6; 12 3 0 6; 14 9 0 6; 15 12 0 6; 16 12 0 9;
17 9 0 9; 18 6 0 9; 19 3 0 9; 20 0 0 9; 21 0 0 12; 22 3 0 12; 23 6 0 12;
24 9 0 12; 25 12 0 12; 26 12 0 13.2; 27 0 0 13.2; 28 0 3 0; 29 3 3 0; 30 6 3 0;
31 9 3 0; 32 12 3 0; 33 12 3 3; 34 9 3 3; 35 6 3 3; 36 3 3 3; 37 0 3 3;
38 0 3 6; 39 3 3 6; 40 9 3 6; 41 12 3 6; 42 12 3 9; 43 9 3 9; 44 6 3 9;
45 3 3 9; 46 0 3 9; 47 0 3 12; 48 3 3 12; 49 6 3 12; 50 9 3 12; 51 12 3 12;
52 12 3 13.2; 53 0 3 13.2; 54 0 6 0; 55 3 6 0; 56 6 6 0; 57 9 6 0; 58 12 6 0;
59 12 6 3; 60 9 6 3; 61 6 6 3; 62 3 6 3; 63 0 6 3; 64 0 6 6; 65 3 6 6;
66 9 6 6; 67 12 6 6; 68 12 6 9; 69 9 6 9; 70 6 6 9; 71 3 6 9; 72 0 6 9;
73 0 6 12; 74 3 6 12; 75 6 6 12; 76 9 6 12; 77 12 6 12; 78 12 6 13.2;
79 0 6 13.2; 80 0 9 0; 81 3 9 0; 82 6 9 0; 83 9 9 0; 84 12 9 0; 85 12 9 3;
86 9 9 3; 87 6 9 3; 88 3 9 3; 89 0 9 3; 90 0 9 6; 91 3 9 6; 92 9 9 6;
93 12 9 6; 94 12 9 9; 95 9 9 9; 96 6 9 9; 97 3 9 9; 98 0 9 9; 99 0 9 12;
100 3 9 12; 101 6 9 12; 102 9 9 12; 103 12 9 12; 104 12 9 13.2; 105 0 9 13.2;
106 0 12 0; 107 3 12 0; 108 6 12 0; 109 9 12 0; 110 12 12 0; 111 12 12 3;
112 9 12 3; 113 6 12 3; 114 3 12 3; 115 0 12 3; 116 0 12 6; 117 3 12 6;
118 9 12 6; 119 12 12 6; 120 12 12 9; 121 9 12 9; 122 6 12 9; 123 3 12 9;
124 0 12 9; 125 0 12 12; 126 3 12 12; 127 6 12 12; 128 9 12 12; 129 12 12 12;
130 12 12 13.2; 131 0 12 13.2;
MEMBER INCIDENCES
44 1 28; 45 2 29; 46 3 30; 47 4 31; 48 5 32; 49 6 33; 50 7 34; 51 8 35;
52 9 36; 53 10 37; 54 11 38; 55 12 39; 56 14 40; 57 15 41; 58 16 42; 59 17 43;
60 18 44; 61 19 45; 62 20 46; 63 21 47; 64 22 48; 65 23 49; 66 24 50; 67 25 51;
68 26 52; 69 27 53; 70 28 29; 71 29 30; 72 30 31; 73 31 32; 74 32 33; 75 33 34;
76 34 35; 77 35 36; 78 36 37; 79 37 38; 80 38 39; 81 40 41; 82 41 42; 83 42 43;
84 43 44; 85 44 45; 86 45 46; 87 46 47; 88 47 48; 89 48 49; 90 49 50; 91 50 51;
92 51 42; 93 41 33; 94 31 34; 95 34 40; 96 40 43; 97 43 50; 98 49 44; 99 35 30;
100 29 36; 101 36 39; 102 39 45; 103 45 48; 104 46 38; 105 37 28; 106 51 52;
107 47 53; 108 53 52; 109 28 54; 110 29 55; 111 30 56; 112 31 57; 113 32 58;
114 33 59; 115 34 60; 116 35 61; 117 36 62; 118 37 63; 119 38 64; 120 39 65;
121 40 66; 122 41 67; 123 42 68; 124 43 69; 125 44 70; 126 45 71; 127 46 72;
128 47 73; 129 48 74; 130 49 75; 131 50 76; 132 51 77; 133 52 78; 134 53 79;
135 54 55; 136 55 56; 137 56 57; 138 57 58; 139 58 59; 140 59 60; 141 60 61;
142 61 62; 143 62 63; 144 63 64; 145 64 65; 146 66 67; 147 67 68; 148 68 69;
149 69 70; 150 70 71; 151 71 72; 152 72 73; 153 73 74; 154 74 75; 155 75 76;
156 76 77; 157 77 68; 158 67 59; 159 57 60; 160 60 66; 161 66 69; 162 69 76;
163 75 70; 164 61 56; 165 55 62; 166 62 65; 167 65 71; 168 71 74; 169 72 64;
170 63 54; 171 77 78; 172 73 79; 173 79 78; 174 54 80; 175 55 81; 176 56 82;
177 57 83; 178 58 84; 179 59 85; 180 60 86; 181 61 87; 182 62 88; 183 63 89;
184 64 90; 185 65 91; 186 66 92; 187 67 93; 188 68 94; 189 69 95; 190 70 96;
191 71 97; 192 72 98; 193 73 99; 194 74 100; 195 75 101; 196 76 102;
197 77 103; 198 78 104; 199 79 105; 200 80 81; 201 81 82; 202 82 83; 203 83 84;
204 84 85; 205 85 86; 206 86 87; 207 87 88; 208 88 89; 209 89 90; 210 90 91;
211 92 93; 212 93 94; 213 94 95; 214 95 96; 215 96 97; 216 97 98; 217 98 99;
218 99 100; 219 100 101; 220 101 102; 221 102 103; 222 103 94; 223 93 85;
224 83 86; 225 86 92; 226 92 95; 227 95 102; 228 101 96; 229 87 82; 230 81 88;
231 88 91; 232 91 97; 233 97 100; 234 98 90; 235 89 80; 236 103 104;
237 99 105; 238 105 104; 239 80 106; 240 81 107; 241 82 108; 242 83 109;
243 84 110; 244 85 111; 245 86 112; 246 87 113; 247 88 114; 248 89 115;
249 90 116; 250 91 117; 251 92 118; 252 93 119; 253 94 120; 254 95 121;
255 96 122; 256 97 123; 257 98 124; 258 99 125; 259 100 126; 260 101 127;
261 102 128; 262 103 129; 263 104 130; 264 105 131; 265 106 107; 266 107 108;
267 108 109; 268 109 110; 269 110 111; 270 111 112; 271 112 113; 272 113 114;
273 114 115; 274 115 116; 275 116 117; 276 118 119; 277 119 120; 278 120 121;
279 121 122; 280 122 123; 281 123 124; 282 124 125; 283 125 126; 284 126 127;
285 127 128; 286 128 129; 287 129 120; 288 119 111; 289 109 112; 290 112 118;
291 118 121; 292 121 128; 293 127 122; 294 113 108; 295 107 114; 296 114 117;
297 117 123; 298 123 126; 299 124 116; 300 115 106; 301 129 130; 302 125 131;
303 131 130;
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
44 TO 303 PRIS YD 0.3 ZD 0.23
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
1 TO 12 14 TO 27 FIXED
LOAD 1 LOADTYPE Dead  TITLE SELF
SELFWEIGHT Y -1 LIST 44 TO 303
LOAD 2 LOADTYPE Dead  TITLE WALL
MEMBER LOAD
70 TO 74 79 82 87 TO 93 104 105 135 TO 139 144 147 152 TO 158 169 170 200 -
201 TO 204 209 212 217 TO 223 234 TO 236 UNI GY -12.42
75 78 80 81 83 86 94 97 TO 100 103 140 143 145 146 148 151 159 162 TO 165 -
168 205 208 210 211 213 216 224 227 TO 230 233 UNI GY -6.48
76 77 84 85 95 96 101 102 106 TO 108 141 142 149 150 160 161 166 167 -
171 TO 173 206 207 214 215 225 226 231 232 236 TO 238 265 TO 269 271 272 -
274 277 279 280 282 287 288 290 291 296 297 299 TO 303 UNI GY -2.16
LOAD 3 LOADTYPE Dead  TITLE SLAB
FLOOR LOAD
YRANGE 0 12 FLOAD -3.75 XRANGE 0 12  ZRANGE 0 3  GY
YRANGE 0 12 FLOAD -3.75 XRANGE 0 3  ZRANGE 3 9  GY
YRANGE 0 12 FLOAD -3.75 XRANGE 9 12  ZRANGE 3 9  GY
YRANGE 0 12 FLOAD -3.75 XRANGE 0 12  ZRANGE 9 12  GY
YRANGE 0 12 FLOAD -3.75 XRANGE 0 12  ZRANGE 12 13.2  GY
LOAD 4 LOADTYPE Live  TITLE LIVE
FLOOR LOAD
YRANGE 0 12 FLOAD -3 XRANGE 0 12  ZRANGE 0 3  GY
YRANGE 0 12 FLOAD -3 XRANGE 0 3  ZRANGE 3 9  GY
YRANGE 0 12 FLOAD -3 XRANGE 9 12  ZRANGE 3 9  GY
YRANGE 0 12 FLOAD -3 XRANGE 0 12  ZRANGE 9 12  GY
YRANGE 0 12 FLOAD -3 XRANGE 0 12  ZRANGE 12 13.2  GY
PERFORM ANALYSIS
START CONCRETE DESIGN
CODE INDIAN
UNIT MMS NEWTON
CLEAR 30 ALL
FC 25 ALL
FYMAIN 500 ALL
FYSEC 250 ALL
MAXSEC 16 ALL
METHOD 1 ALL
MINMAIN 12 ALL
MINSEC 10 ALL
DESIGN BEAM 70 TO 108 135 TO 173 200 TO 238 265 TO 303
DESIGN COLUMN 44 TO 69 109 TO 134 174 TO 199 239 TO 264
CONCRETE TAKE
END CONCRETE DESIGN
FINISH
