corrida staad pro estado actual

8/18/2019 Corrida Staad Pro Estado Actual

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ANÀLISIS Y REVISIÒN DE TORRE, ESTADO ACTUAL (STAAD PRO)

***************************************************** ** STAAD.Pro ** Version 2007 Build 04 ** Proprietary Program of ** Research Engineers, Intl. *

* Date= FEB 21, 2014 ** Time= 16:24:23 ** ** USER ID: Toshiba *****************************************************

1. STAAD SPACE DXF IMPORT OF SECCIÒN TIPICA TRAMO DE 6M.DXFINPUT FILE: TR-AR TZ-45-18 M ASEMEX- ALESTRA 21-02-14.STD

2. START JOB INFORMATION3. ENGINEER DATE 21-FEB-144. JOB NAME "SITIO ASEMEX" TIJUANA/ ALESTRA5. JOB CLIENT ALESTRA S. DE R.L. DE C.V6. JOB NO 0017. JOB REV A8. JOB PART ***9. JOB REF S/R10. JOB COMMENT 3 PUNTOS

11. ENGINEER NAME MRO12. CHECKER NAME MRO13. APPROVED NAME MRO14. CHECKER DATE 21-FEB-1415. APPROVED DATE 21-FEB-1416. END JOB INFORMATION17. INPUT WIDTH 7918. UNIT METER KG19. JOINT COORDINATES20. 1 -6.75 4.15 3.9; 2 -0.450428 16.7994 -0.25976921. 3 -0.225281 -0.000488281 0.1299; 4 -0.225281 0.0495605 0.129922. 5 -0.225281 0.299561 0.1299; 6 -0.225281 0.599487 0.129923. 7 -0.225281 0.899414 0.1299; 8 -0.225281 1.19946 0.129924. 9 -0.225281 1.49951 0.1299; 10 -0.225281 1.79944 0.129925. 11 -0.225281 2.09937 0.1299; 12 -0.225281 2.39941 0.129926. 13 -0.225281 2.69946 0.1299; 14 -0.225281 2.99951 0.129927. 15 -0.225281 3.29956 0.1299; 16 -0.225281 3.59949 0.1299

28. 17 -0.225281 3.89941 0.1299; 18 -0.225281 4.19946 0.129929. 19 -0.225281 4.49951 0.1299; 20 -0.225281 4.79944 0.129930. 21 -0.225281 5.09937 0.1299; 22 -0.225281 5.39941 0.129931. 23 -0.225281 5.69946 0.1299; 24 -0.225281 5.94946 0.129932. 25 -0.225281 5.99951 0.1299; 26 -0.225281 6.04956 0.129933. 27 -0.225281 6.29956 0.1299; 28 -0.225281 6.59949 0.129934. 29 -0.225281 6.89941 0.1299; 30 -0.225281 7.19946 0.129935. 31 -0.225281 7.49951 0.1299; 32 -0.225281 7.79944 0.129936. 33 -0.225281 8.09937 0.1299; 34 -0.225281 8.39941 0.129937. 35 -0.225281 8.69946 0.1299; 36 -0.225281 8.99951 0.129938. 37 -0.225281 9.29956 0.1299; 38 -0.225281 9.59949 0.129939. 39 -0.225281 9.89941 0.1299; 40 -0.225281 10.1995 0.129940. 41 -0.225281 10.4995 0.1299; 42 -0.225281 10.7994 0.129941. 43 -0.225281 11.0994 0.1299; 44 -0.225281 11.3994 0.129942. 45 -0.225281 11.6995 0.1299; 46 -0.225281 11.9495 0.129943. 47 -0.225281 11.9995 0.1299; 48 -0.225281 12.0496 0.129944. 49 -0.225281 12.2996 0.1299; 50 -0.225281 12.5995 0.1299

45. 51 -0.225281 12.8994 0.1299; 52 -0.225281 13.1995 0.129946. 53 -0.225281 13.4995 0.1299; 54 -0.225281 13.7994 0.129947. 55 -0.225281 14.0994 0.1299; 56 -0.225281 14.3994 0.129948. 57 -0.225281 14.6995 0.1299; 58 -0.225281 14.9995 0.129949. 59 -0.225281 15.2996 0.1299; 60 -0.225281 15.5995 0.129950. 61 -0.225281 15.8994 0.1299; 62 -0.225281 16.1995 0.129951. 63 -0.225281 16.4995 0.1299; 64 -0.225281 16.7994 0.129952. 65 -0.225281 17.0994 0.1299; 66 -0.225281 17.3994 0.129953. 67 -0.225281 17.6995 0.1299; 68 -0.225281 17.9495 0.129954. 69 -0.225281 17.9995 0.1299; 70 -0.112854 0.599487 -0.064934655. 71 -0.112854 1.19946 -0.0649346; 72 -0.112854 1.79944 -0.064934656. 73 -0.112854 2.39941 -0.0649346; 74 -0.112854 2.99951 -0.0649346


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57. 75 -0.112854 3.59949 -0.0649346; 76 -0.112854 4.19946 -0.064934658. 77 -0.112854 4.79944 -0.0649346; 78 -0.112854 5.39941 -0.064934659. 79 -0.112854 6.59949 -0.0649346; 80 -0.112854 7.19946 -0.064934660. 81 -0.112854 7.79944 -0.0649346; 82 -0.112854 8.39941 -0.064934661. 83 -0.112854 8.99951 -0.0649346; 84 -0.112854 9.59949 -0.064934662. 85 -0.112854 10.1995 -0.0649346; 86 -0.112854 10.7994 -0.064934663. 87 -0.112854 11.3994 -0.0649346; 88 -0.112854 12.5995 -0.064934664. 89 -0.112854 13.1995 -0.0649346; 90 -0.112854 13.7994 -0.064934665. 91 -0.112854 14.3994 -0.0649346; 92 -0.112854 14.9995 -0.064934666. 93 -0.112854 15.5995 -0.0649346; 94 -0.112854 16.1995 -0.064934667. 95 -0.112854 16.7994 -0.0649346; 96 -0.112854 17.3994 -0.064934668. 97 -0.112732 0.0495605 -0.0648289; 98 -0.112732 5.94946 -0.064828969. 99 -0.112732 6.04956 -0.0648289; 100 -0.112732 11.9495 -0.064828970. 101 -0.112732 12.0496 -0.0648289; 102 -0.112732 17.9495 -0.064828971. 103 -0.000427723 -0.000488281 -0.259769; 104 -0.000427723 0.0495605 -0.25976972. 105 -0.000427723 0.0495605 0.1299; 106 -0.000427723 0.299561 -0.25976973. 107 -0.000427723 0.899414 -0.259769; 108 -0.000427723 1.49951 -0.25976974. 109 -0.000427723 2.09937 -0.259769; 110 -0.000427723 2.69946 -0.25976975. 111 -0.000427723 3.29956 -0.259769; 112 -0.000427723 3.89941 -0.25976976. 113 -0.000427723 4.49951 -0.259769; 114 -0.000427723 5.09937 -0.25976977. 115 -0.000427723 5.69946 -0.259769; 116 -0.000427723 5.94946 -0.25976978. 117 -0.000427723 5.94946 0.1299; 118 -0.000427723 5.99951 -0.25976979. 119 -0.000427723 6.04956 -0.259769; 120 -0.000427723 6.04956 0.129980. 121 -0.000427723 6.29956 -0.259769; 122 -0.000427723 6.89941 -0.25976981. 123 -0.000427723 7.49951 -0.259769; 124 -0.000427723 8.09937 -0.25976982. 125 -0.000427723 8.69946 -0.259769; 126 -0.000427723 8.99951 -0.25976983. 127 -0.000427723 9.29956 -0.259769; 128 -0.000427723 9.89941 -0.25976984. 129 -0.000427723 10.4995 -0.259769; 130 -0.000427723 11.0994 -0.25976985. 131 -0.000427723 11.6995 -0.259769; 132 -0.000427723 11.9495 -0.25976986. 133 -0.000427723 11.9495 0.1299; 134 -0.000427723 11.9995 -0.25976987. 135 -0.000427723 12.0496 -0.259769; 136 -0.000427723 12.0496 0.129988. 137 -0.000427723 12.2996 -0.259769; 138 -0.000427723 12.8994 -0.25976989. 139 -0.000427723 13.4995 -0.259769; 140 -0.000427723 14.0994 -0.25976990. 141 -0.000427723 14.6995 -0.259769; 142 -0.000427723 15.2996 -0.25976991. 143 -0.000427723 15.8994 -0.259769; 144 -0.000427723 16.4995 -0.25976992. 145 -0.000427723 16.7994 -0.259769; 146 -0.000427723 16.7994 0.51963193. 147 -0.000427723 17.0994 -0.259769; 148 -0.000427723 17.6995 -0.25976994. 149 -0.000427723 17.9495 -0.259769; 150 -0.000427723 17.9495 0.129995. 151 -0.000427723 17.9995 -0.259769; 152 0 4.15 -11.596. 153 0.112121 0.0495605 -0.0651; 154 0.112121 5.94946 -0.064934697. 155 0.112121 6.04956 -0.0651; 156 0.112121 11.9495 -0.064934698. 157 0.112121 12.0496 -0.0651; 158 0.112121 17.9495 -0.0649346

99. 159 0.22467 -0.000488281 0.1299; 160 0.22467 0.0495605 0.1299100. 161 0.22467 0.299561 0.1299; 162 0.22467 0.899414 0.1299101. 163 0.22467 1.49951 0.1299; 164 0.22467 2.09937 0.1299102. 165 0.22467 2.69946 0.1299; 166 0.22467 3.29956 0.1299103. 167 0.22467 3.89941 0.1299; 168 0.22467 4.49951 0.1299104. 169 0.22467 5.09937 0.1299; 170 0.22467 5.69946 0.1299105. 171 0.22467 5.94946 0.1299; 172 0.22467 5.99951 0.1299106. 173 0.22467 6.04956 0.1299; 174 0.22467 6.29956 0.1299107. 175 0.22467 6.89941 0.1299; 176 0.22467 7.49951 0.1299108. 177 0.22467 8.09937 0.1299; 178 0.22467 8.69946 0.1299109. 179 0.22467 8.99951 0.1299; 180 0.22467 9.29956 0.1299110. 181 0.22467 9.89941 0.1299; 182 0.22467 10.4995 0.1299111. 183 0.22467 11.0994 0.1299; 184 0.22467 11.6995 0.1299112. 185 0.22467 11.9495 0.1299; 186 0.22467 11.9995 0.1299113. 187 0.22467 12.0496 0.1299; 188 0.22467 12.2996 0.1299114. 189 0.22467 12.8994 0.1299; 190 0.22467 13.4995 0.1299115. 191 0.22467 14.0994 0.1299; 192 0.22467 14.6995 0.1299

116. 193 0.22467 15.2996 0.1299; 194 0.22467 15.8994 0.1299117. 195 0.22467 16.4995 0.1299; 196 0.22467 16.7994 0.1299118. 197 0.22467 17.0994 0.1299; 198 0.22467 17.6995 0.1299119. 199 0.22467 17.9495 0.1299; 200 0.22467 17.9995 0.1299120. 201 0.449572 16.7994 -0.259769; 202 6.75 4.15 3.9121. MEMBER INCIDENCES122. 1 2 1; 2 36 1; 3 51 1; 4 146 1; 5 2 64; 6 145 2; 7 3 4; 8 4 5; 9 5 6; 10 6 7123. 11 7 8; 12 8 9; 13 9 10; 14 10 11; 15 11 12; 16 12 13; 17 13 14; 18 14 15124. 19 15 16; 20 16 17; 21 17 18; 22 18 19; 23 19 20; 24 20 21; 25 21 22; 26 22 23125. 27 23 24; 28 24 25; 29 25 26; 30 26 27; 31 27 28; 32 28 29; 33 29 30; 34 30 31126. 35 31 32; 36 32 33; 37 33 34; 38 34 35; 39 35 36; 40 36 37; 41 37 38; 42 38 39127. 43 39 40; 44 40 41; 45 41 42; 46 42 43; 47 43 44; 48 44 45; 49 45 46; 50 46 47


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128. 51 47 48; 52 48 49; 53 49 50; 54 50 51; 55 51 52; 56 52 53; 57 53 54; 58 54 55129. 59 55 56; 60 56 57; 61 57 58; 62 58 59; 63 59 60; 64 60 61; 65 61 62; 66 62 63130. 67 63 64; 68 64 65; 69 65 66; 70 66 67; 71 67 68; 72 68 69; 73 2 152; 74 70 6131. 75 7 70; 76 71 8; 77 9 71; 78 72 10; 79 11 72; 80 73 12; 81 13 73; 82 74 14132. 83 15 74; 84 75 16; 85 17 75; 86 76 18; 87 19 76; 88 77 20; 89 21 77; 90 78 22133. 91 23 78; 92 79 28; 93 29 79; 94 80 30; 95 31 80; 96 81 32; 97 33 81; 98 82 34134. 99 35 82; 100 83 36; 101 37 83; 102 84 38; 103 39 84; 104 85 40; 105 41 85135. 106 86 42; 107 43 86; 108 87 44; 109 45 87; 110 88 50; 111 51 88; 112 89 52136. 113 53 89; 114 90 54; 115 55 90; 116 91 56; 117 57 91; 118 92 58; 119 59 92137. 120 93 60; 121 61 93; 122 94 62; 123 63 94; 124 95 64; 125 65 95; 126 96 66138. 127 67 96; 128 97 4; 129 97 5; 130 98 23; 131 98 24; 132 99 26; 133 99 27139. 134 100 45; 135 100 46; 136 101 48; 137 101 49; 138 102 67; 139 102 68140. 140 105 4; 141 105 5; 142 5 106; 143 7 107; 144 9 108; 145 11 109; 146 13 110141. 147 15 111; 148 17 112; 149 19 113; 150 21 114; 151 23 115; 152 117 23142. 153 117 24; 154 120 26; 155 120 27; 156 27 121; 157 29 122; 158 31 123143. 159 33 124; 160 35 125; 161 126 36; 162 37 127; 163 39 128; 164 41 129144. 165 43 130; 166 45 131; 167 133 45; 168 133 46; 169 136 48; 170 136 49145. 171 49 137; 172 51 138; 173 53 139; 174 55 140; 175 57 141; 176 59 142146. 177 61 143; 178 63 144; 179 145 64; 180 64 146; 181 65 147; 182 67 148147. 183 150 67; 184 150 68; 185 70 106; 186 71 107; 187 72 108; 188 73 109148. 189 74 110; 190 75 111; 191 76 112; 192 77 113; 193 78 114; 194 79 121149. 195 80 122; 196 81 123; 197 82 124; 198 83 125; 199 84 127; 200 85 128150. 201 86 129; 202 87 130; 203 88 137; 204 89 138; 205 90 139; 206 91 140151. 207 92 141; 208 93 142; 209 94 143; 210 95 144; 211 96 147; 212 104 97152. 213 97 106; 214 98 115; 215 116 98; 216 119 99; 217 99 121; 218 100 131153. 219 132 100; 220 135 101; 221 101 137; 222 102 148; 223 149 102; 224 103 104154. 225 104 106; 226 106 107; 227 107 108; 228 108 109; 229 109 110; 230 110 111155. 231 111 112; 232 112 113; 233 113 114; 234 114 115; 235 115 116; 236 116 118156. 237 118 119; 238 119 121; 239 121 122; 240 122 123; 241 123 124; 242 124 125157. 243 125 126; 244 126 127; 245 127 128; 246 128 129; 247 129 130; 248 130 131158. 249 131 132; 250 132 134; 251 134 135; 252 135 137; 253 137 138; 254 138 139159. 255 139 140; 256 140 141; 257 141 142; 258 142 143; 259 143 144; 260 144 145160. 261 145 147; 262 147 148; 263 148 149; 264 149 151; 265 5 161; 266 5 162161. 267 7 162; 268 7 163; 269 9 163; 270 9 164; 271 11 164; 272 11 165; 273 13 165162. 274 13 166; 275 15 166; 276 15 167; 277 17 167; 278 17 168; 279 19 168163. 280 19 169; 281 21 169; 282 21 170; 283 23 170; 284 27 174; 286 29 175164. 287 29 176; 288 31 176; 289 31 177; 290 33 177; 291 33 178; 292 35 178165. 293 35 180; 294 36 179; 295 37 180; 296 37 181; 297 39 181; 298 39 182166. 299 41 182; 300 41 183; 301 43 183; 302 43 184; 303 45 184; 304 49 188167. 305 49 189; 306 51 189; 307 51 190; 308 53 190; 309 53 191; 310 55 191168. 311 55 192; 312 57 192; 313 57 193; 314 59 193; 315 59 194; 316 61 194169. 317 61 195; 318 63 195; 319 63 197; 320 64 196; 321 65 197; 322 65 198

170. 323 67 198; 324 126 152; 325 138 152; 326 153 104; 327 153 106; 328 154 115171. 329 116 154; 330 155 119; 331 155 121; 332 156 131; 333 132 156; 334 157 135172. 335 157 137; 336 158 148; 337 149 158; 338 160 105; 339 105 161; 340 161 106173. 341 107 161; 342 162 107; 343 108 162; 344 163 108; 345 109 163; 346 164 109174. 347 110 164; 348 165 110; 349 111 165; 350 166 111; 351 112 166; 352 167 112175. 353 113 167; 354 168 113; 355 114 168; 356 169 114; 357 115 169; 358 170 115176. 359 117 170; 360 171 117; 361 173 120; 362 120 174; 363 174 121; 364 122 174177. 365 175 122; 366 123 175; 367 176 123; 368 124 176; 369 177 124; 370 125 177178. 371 178 125; 372 127 178; 373 126 179; 374 180 127; 375 128 180; 376 181 128179. 377 129 181; 378 182 129; 379 130 182; 380 183 130; 381 131 183; 382 184 131180. 383 133 184; 384 185 133; 385 187 136; 386 136 188; 387 188 137; 388 138 188181. 389 189 138; 390 139 189; 391 190 139; 392 140 190; 393 191 140; 394 141 191182. 395 192 141; 396 142 192; 397 193 142; 398 143 193; 399 194 143; 400 144 194183. 401 195 144; 402 147 195; 403 145 196; 404 146 196; 405 197 147; 406 148 197184. 407 198 148; 408 150 198; 409 199 150; 410 160 153; 411 153 161; 412 154 170185. 413 154 171; 414 173 155; 415 155 174; 416 156 184; 417 156 185; 418 187 157186. 419 157 188; 420 158 198; 421 158 199; 422 201 145; 423 159 160; 424 160 161

187. 425 161 162; 426 162 163; 427 163 164; 428 164 165; 429 165 166; 430 166 167188. 431 167 168; 432 168 169; 433 169 170; 434 170 171; 435 171 172; 436 172 173189. 437 173 174; 438 174 175; 439 175 176; 440 176 177; 441 177 178; 442 178 179190. 443 179 180; 444 180 181; 445 181 182; 446 182 183; 447 183 184; 448 184 185191. 449 185 186; 450 186 187; 451 187 188; 452 188 189; 453 189 190; 454 190 191192. 455 191 192; 456 192 193; 457 193 194; 458 194 195; 459 195 196; 460 196 197193. 461 197 198; 462 198 199; 463 199 200; 464 201 152; 465 196 201; 466 146 202194. 467 179 202; 468 189 202; 469 201 202; 470 27 175195. DEFINE MATERIAL START196. ISOTROPIC STEEL197. E 2.09042E+010198. POISSON 0.3


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199. DENSITY 7833.41200. ALPHA 1.2E-005201. DAMP 0.03202. ISOTROPIC CONCRETE203. E 2.21467E+009204. POISSON 0.17205. DENSITY 2402.62206. ALPHA 1E-005207. DAMP 0.05208. * PROPIEDADES MECÀNICAS DEL CABLE.209. ISOTROPIC CABLE210. E 1.4764E+010211. POISSON 0.3212. DENSITY 7833.37213. ALPHA 6.5E-006214. DAMP 0.03215. END DEFINE MATERIAL216. MEMBER PROPERTY AMERICAN217. *PIERNA (TUBO DE 1 1/2" CED. 40)218. 7 TO 72 224 TO 264 423 TO 463 TABLE ST PIPS15219. MEMBER PROPERTY AMERICAN220. *SOLERA DE 1 1/2" X 1/4"221. 128 131 132 135 136 139 140 153 154 161 168 169 179 184 212 215 216 219 220 -222. 223 294 320 326 329 330 333 334 337 338 360 361 373 384 385 403 409 410 413 -223. 414 417 418 421 PRIS YD 0.0381 ZD 0.007224. MEMBER PROPERTY AMERICAN225. *CELOSIA (REDONDO SOLIDO DE 1/2")226. 74 TO 127 129 130 133 134 137 138 141 TO 152 155 TO 160 162 TO 167 -227. 170 TO 178 181 TO 183 185 TO 211 213 214 217 218 221 222 265 TO 284 -228. 286 TO 293 295 TO 319 321 TO 323 327 328 331 332 335 336 339 TO 359 -229. 362 TO 372 374 TO 383 386 TO 402 405 TO 408 411 412 415 416 419 420 -230. 470 TABLE ST PIPE OD 0.0127 ID 0231. *TRIANGULO ESTABILIZADOR (6" X 2")232. 5 6 180 404 422 465 TABLE ST C6X10233. *CABLE DE RETENIDA (3/8" ALTA RESISTENACIA)234. 1 TO 4 73 324 325 464 466 TO 469 TABLE ST PIPE OD 0.009525 ID 1E-012235. CONSTANTS236. MATERIAL STEEL MEMB 5 TO 72 74 TO 284 286 TO 323 326 TO 463 465 470237. MATERIAL CABLE MEMB 1 TO 4 73 324 325 464 466 TO 469238. SUPPORTS239. 1 152 202 FIXED240. 3 103 159 PINNED

241. *CABLE PARA RETENIDA DE 3/8" GRADO ALTA RESISTENCÍA DE 1X 7242. * RESISTENCÍA A LA RUPTURA 4900 KG TENSIÓN INICIAL= 10% DE LA243. *CAPACIDAD DEL CABLE SEGUN TIA-222-G244. MEMBER CABLE245. 1 TO 4 73 324 325 464 466 TO 469 TENSION 490246. ****************************************************247. LOAD 1 LOADTYPE NONE TITLE FN-NATURAL DE VIBRACIÒN248. ****************************************************249. *PESO PROPIO DE LA ESTRUCTURA250. SELFWEIGHT X 1.1 LIST 1 TO 284 286 TO 469251. JOINT LOAD252. *PESO DE MICROONDA INCLUYE HERRAJE 55 KG253. 53 61 123 124 129 137 177 182 183 191 197 FX 55254. *PESO DE HERRAJE SIN MICROONDA 30 KG255. 140 147 FX 30256. *PESO DE PARARRAYOS Y LUCES DE OBSTRUCCIÒN257. 69 FX 10

258. MEMBER LOAD259. *CABLE DE PARARRAYOS 2 KG/M260. 7 TO 72 UNI GX 2261. *CABLE DEL SISTEMA DE ILUMINACIÒN 1.5 KG/M262. 423 TO 463 UNI GX 1.5263. JOINT LOAD264. * FEEDER RF-400 DE DIÀMENTRO 7/16" 0.175 KG/M265. 4 5 7 9 11 13 15 17 19 21 23 24 26 27 29 31 33 35 37 39 41 43 45 46 48 49 -266. 51 53 55 57 59 61 63 65 67 68 104 106 TO 116 119 121 TO 125 127 TO 132 135 -267. 137 TO 144 147 TO 149 160 TO 171 173 TO 178 180 TO 185 187 TO 195 -268. 197 TO 199 FX 0.64269. **************


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270. *PESO PROPIO DE LA ESTRUCTURA271. SELFWEIGHT Y -1.1 LIST 1 TO 284 286 TO 469272. JOINT LOAD273. *PESO DE MICROONDA INCLUYE HERRAJE 55 KG274. 53 61 123 124 129 137 177 182 183 191 197 FY -55275. *PESO DE HERRAJE SIN MICROONDA 30 KG276. 140 147 FY -30277. *PESO DE PARARRAYOS Y LUCES DE OBSTRUCCIÒN278. 69 FY -10279. MEMBER LOAD280. *CABLE DE PARARRAYOS 2 KG/M281. 7 TO 72 UNI GY -2282. *CABLE DEL SISTEMA DE ILUMINACIÒN 1.5 KG/M283. 423 TO 463 UNI GY -1.5284. JOINT LOAD285. * FEEDER RF-400 DE DIÀMENTRO 7/16" 0.175 KG/M286. 4 5 7 9 11 13 15 17 19 21 23 24 26 27 29 31 33 35 37 39 41 43 45 46 48 49 -287. 51 53 55 57 59 61 63 65 67 68 104 106 TO 116 119 121 TO 125 127 TO 132 135 -288. 137 TO 144 147 TO 149 160 TO 171 173 TO 178 180 TO 185 187 TO 195 -289. 197 TO 199 FY -0.64290. **************291. *PESO PROPIO DE LA ESTRUCTURA292. SELFWEIGHT Z 1.1 LIST 1 TO 284 286 TO 469293. JOINT LOAD294. *PESO DE MICROONDA INCLUYE HERRAJE 55 KG295. 53 61 123 124 129 137 177 182 183 191 197 FZ 55296. *PESO DE HERRAJE SIN MICROONDA 30 KG297. 140 147 FZ 30298. *PESO DE PARARRAYOS Y LUCES DE OBSTRUCCIÒN299. 69 FZ 10300. MEMBER LOAD301. *CABLE DE PARARRAYOS 2 KG/M302. 7 TO 72 UNI GZ 2303. *CABLE DEL SISTEMA DE ILUMINACIÒN 1.5 KG/M304. 423 TO 463 UNI GZ 1.5305. JOINT LOAD306. * FEEDER RF-400 DE DIÀMENTRO 7/16" 0.175 KG/M307. 4 5 7 9 11 13 15 17 19 21 23 24 26 27 29 31 33 35 37 39 41 43 45 46 48 49 -308. 51 53 55 57 59 61 63 65 67 68 104 106 TO 116 119 121 TO 125 127 TO 132 135 -309. 137 TO 144 147 TO 149 160 TO 171 173 TO 178 180 TO 185 187 TO 195 -310. 197 TO 199 FZ 0.64311. CALCULATE RAYLEIGH FREQUENCY

312. PERFORM CABLE ANALYSIS STEPS 10 PRINT STATICS CHECK

P R O B L E M S T A T I S T I C S-----------------------------------

NUMBER OF JOINTS/MEMBER+ELEMENTS/SUPPORTS = 202/ 469/ 6

SOLVER USED IS THE IN-CORE ADVANCED SOLVER

TOTAL PRIMARY LOAD CASES = 1, TOTAL DEGREES OF FREEDOM = 1185

DXF IMPORT OF SECCIÒN TIPICA TRAMO DE 6M.DXF -- PAGE NO. 8

N O N L I N E A R I T E R A T I O N S FOR CASE 1STEP NO. % OF LOAD ITERATIONS

1 1.800 62 5.700 33 11.500 44 19.800 45 29.600 36 42.300 37 56.000 28 71.000 29 85.000 1

10 100.000 2

CABLE ANALYSIS COMPLETE FOR CASE


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*********************************************************** ** RAYLEIGH FREQUENCY FOR LOADING 1 = 7.49389 CPS ** MAX DEFLECTION = 0.65670 CM GLO X, AT JOINT 137 ** ***********************************************************

STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 1LOADTYPE NONE TITLE FN-NATURAL DE VIBRACIÒN

CENTER OF FORCE BASED ON X FORCES ONLY (METE).(FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS)

X = 0.232332847E-01Y = 0.108831509E+02Z = -0.797278629E-01

CENTER OF FORCE BASED ON Y FORCES ONLY (METE).(FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS)

X = 0.232332722E-01Y = 0.108831494E+02Z = -0.797305266E-01

CENTER OF FORCE BASED ON Z FORCES ONLY (METE).(FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS)

X = 0.232332581E-01Y = 0.108831479E+02Z = -0.797331925E-01

***TOTAL APPLIED LOAD ( KG METE ) SUMMARY (LOADING 1 )SUMMATION FORCE-X = 1346.12SUMMATION FORCE-Y = -1346.12SUMMATION FORCE-Z = 1346.12

SUMMATION OF MOMENTS AROUND THE ORIGIN-MX= 14542.73 MY= -138.60 MZ= -14681.32

***TOTAL REACTION LOAD( KG METE ) SUMMARY (LOADING 1 )SUMMATION FORCE-X = -1345.52SUMMATION FORCE-Y = 1346.14SUMMATION FORCE-Z = -1345.85

SUMMATION OF MOMENTS AROUND THE ORIGIN-MX= -14528.07 MY= 141.65 MZ= 14655.47

MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 1)MAXIMUMS AT NODE

X = 6.56704E-01 137Y = -2.18138E-01 2Z = 5.07210E-01 182RX= 8.76347E-04 166RY= -3.78831E-03 81RZ= -1.00316E-03 37

************ END OF DATA FROM INTERNAL STORAGE ************313. CHANGE314. ***************************************************************315. LOAD 2 LOADTYPE NONE TITLE PP+CM (PESO PROPIO + CARGA MUERTA)

316. ***************************************************************317. *PESO PROPIO DE LA ESTRUCTURA318. SELFWEIGHT Y -1.1 LIST 1 TO 284 286 TO 469319. JOINT LOAD320. *PESO DE MICROONDA INCLUYE HERRAJE 55 KG321. 53 61 123 124 129 137 177 182 183 191 197 FY -55322. *PESO DE HERRAJE SIN MICROONDA 30 KG323. 140 147 FY -30324. *PESO DE PARARRAYOS Y LUCES DE OBSTRUCCIÒN325. 69 FY -10326. MEMBER LOAD327. *CABLE DE PARARRAYOS 2 KG/M


7/41

328. 7 TO 72 UNI GY -2329. *CABLE DEL SISTEMA DE ILUMINACIÒN 1.5 KG/M330. 423 TO 463 UNI GY -1.5331. JOINT LOAD332. * FEEDER RF-400 DE DIÀMENTRO 7/16" 0.175 KG/M333. 4 5 7 9 11 13 15 17 19 21 23 24 26 27 29 31 33 35 37 39 41 43 45 46 48 49 -334. 51 53 55 57 59 61 63 65 67 68 104 106 TO 116 119 121 TO 125 127 TO 132 135 -335. 137 TO 144 147 TO 149 160 TO 171 173 TO 178 180 TO 185 187 TO 195 -336. 197 TO 199 FY -0.64337. PERFORM CABLE ANALYSIS STEPS 10 PRINT STATICS CHECK


1 1.800 62 5.700 13 11.500 14 19.800 15 29.600 16 42.300 17 56.000 18 71.000 19 85.000 1

10 100.000 1

CABLE ANALYSIS COMPLETE FOR CASE 2

STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 2LOADTYPE NONE TITLE PP+CM (PESO PROPIO + CARGA MUERTA)


X = 0.329253379E+01Y = 0.980627959E+01Z = 0.173216932E+01


X = 0.232332699E-01Y = 0.108831494E+02

Z = -0.797305306E-01


X = 0.154691947E+01Y = 0.960109251E+01Z = 0.138404350E+01


SUMMATION OF MOMENTS AROUND THE ORIGIN-MX= -107.33 MY= 0.00 MZ= -31.27

***TOTAL REACTION LOAD( KG METE ) SUMMARY (LOADING 2 )SUMMATION FORCE-X = 0.00SUMMATION FORCE-Y = 1346.04SUMMATION FORCE-Z = -0.05

SUMMATION OF MOMENTS AROUND THE ORIGIN-MX= 102.70 MY= -1.29 MZ= 31.03


X = -6.16770E-02 129Y = -1.85304E-01 146


8/41

Z = -1.91247E-01 201RX= 3.30596E-04 146RY= 2.44160E-03 156RZ= 1.98292E-04 2

************ END OF DATA FROM INTERNAL STORAGE ************

338. CHANGE339. ********************************************340. LOAD 3 LOADTYPE NONE TITLE CV (CARGA VIVA)341. ********************************************342. JOINT LOAD343. *W CARGA VIVA 100 KG CONCENTRADA POR PIERNA EN LA CUSPIDE.344. 69 151 200 FY -100345. PERFORM CABLE ANALYSIS STEPS 10 PRINT STATICS CHECK


1 1.800 62 5.700 13 11.500 14 19.800 15 29.600 16 42.300 17 56.000 18 71.000 19 85.000 1

10 100.000 1


STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 3LOADTYPE NONE TITLE CV (CARGA VIVA)


X = -0.346235987E-03Y = 0.179994996E+02Z = 0.103352863E-04


SUMMATION OF MOMENTS AROUND THE ORIGIN-MX= 0.00 MY= 0.00 MZ= 0.10

***TOTAL REACTION LOAD( KG METE ) SUMMARY (LOADING 3 )SUMMATION FORCE-X = 0.00SUMMATION FORCE-Y = 299.98SUMMATION FORCE-Z = -0.01

SUMMATION OF MOMENTS AROUND THE ORIGIN-MX= -4.17 MY= -1.06 MZ= -0.23


X = -4.85416E-02 131Y = -1.62587E-01 146Z = -1.86968E-01 201RX= 3.18903E-04 146RY= 1.83057E-03 156RZ= -1.98271E-04 201


346. CHANGE


9/41

347. *************************************************348. LOAD 4 LOADTYPE NONE TITLE V REG. (VIENTO EN X)349. *************************************************350. JOINT LOAD351. *CARGA SOBRE ESTRUCTURA (FEQ NODAL KG)352. 48 49 51 53 55 57 59 61 63 65 67 68 135 137 TO 144 147 TO 149 187 TO 195 197 -353. 198 TO 199 FX 3.88354. 26 27 29 31 33 35 37 39 41 43 45 46 119 121 TO 125 127 TO 132 173 TO 178 180 -355. 181 TO 185 FX 3.7356. 4 5 7 9 11 13 15 17 19 21 23 24 104 106 TO 116 160 TO 171 FX 3.58357. *FUERZAS DE VIENTO SOBRE LAS ANTENAS TIPO MICROONDAS358. *MICROONDA DE DIAMETRO= 2 FT (0.61M)INCLUYE SOPORTE KG/PZA359. 123 FX 40.62360. 124 FX 40.75361. 129 FX 41.27362. 137 FX 41.65363. 53 FX 41.9364. 61 FX 42.39365. 177 FX 40.75366. 182 FX 41.27367. 183 FX 41.4368. 191 FX 42.02369. 197 FX 42.63370. PERFORM CABLE ANALYSIS STEPS 10 PRINT STATICS CHECK


1 1.800 62 5.700 23 11.500 34 19.800 35 29.600 36 42.300 37 56.000 28 71.000 29 85.000 2

10 100.000 1


STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 4

LOADTYPE NONE TITLE V REG. (VIENTO EN X)


X = 0.320927976E-01Y = 0.105364464E+02Z = -0.547026710E-02

***TOTAL APPLIED LOAD ( KG METE ) SUMMARY (LOADING 4 )SUMMATION FORCE-X = 858.41SUMMATION FORCE-Y = 0.00SUMMATION FORCE-Z = 0.00


***TOTAL REACTION LOAD( KG METE ) SUMMARY (LOADING 4 )SUMMATION FORCE-X = -857.55SUMMATION FORCE-Y = -0.31SUMMATION FORCE-Z = 0.57




10/41

X = 3.61128E-01 54Y = -1.64422E-01 2Z = -1.91917E-01 201RX= 3.18490E-04 146RY= 1.13046E-03 94RZ= -7.07870E-04 37

************ END OF DATA FROM INTERNAL STORAGE ************371. CHANGE372. *************************************************373. LOAD 5 LOADTYPE NONE TITLE V REG. (VIENTO EN Z)374. *************************************************375. JOINT LOAD376. *CARGA SOBRE ESTRUCTURA (FEQ NODAL KG)377. 48 49 51 53 55 57 59 61 63 65 67 68 135 137 TO 144 147 TO 149 187 TO 195 197 -378. 198 TO 199 FZ 3.82379. 26 27 29 31 33 35 37 39 41 43 45 46 119 121 TO 125 127 TO 132 173 TO 178 180 -380. 181 TO 185 FZ 3.7381. 4 5 7 9 11 13 15 17 19 21 23 24 104 106 TO 116 160 TO 171 FZ 3.58382. *FUERZAS DE VIENTO SOBRE LAS ANTENAS TIPO MICROONDAS383. *MICROONDA DE DIAMETRO= 2 FT (0.61M) INCLUYE SOPORTE KG/PZA384. 123 FZ 40.62385. 124 FZ 40.75386. 129 FZ 41.27387. 137 FZ 41.65388. 53 FZ 41.9389. 61 FZ 42.39390. 177 FZ 40.75391. 182 FZ 41.27392. 183 FZ 41.4393. 191 FZ 42.02394. 197 FZ 42.63395. PERFORM CABLE ANALYSIS STEPS 10 PRINT STATICS CHECKN O N L I N E A R I T E R A T I O N S FOR CASE 5

STEP NO. % OF LOAD ITERATIONS

1 1.800 62 5.700 23 11.500 24 19.800 35 29.600 36 42.300 3

7 56.000 28 71.000 29 85.000 2

10 100.000 1


STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 5LOADTYPE NONE TITLE V REG. (VIENTO EN Z)


X = 0.321746294E-01Y = 0.105251878E+02Z = -0.548409265E-02



***TOTAL REACTION LOAD( KG METE ) SUMMARY (LOADING 5 )SUMMATION FORCE-X = 0.00


11/41

SUMMATION FORCE-Y = -0.05SUMMATION FORCE-Z = -856.20



X = 2.86977E-02 124Y = -1.57900E-01 201Z = 2.84482E-01 176RX= -7.21376E-04 63RY= -1.15718E-03 82RZ= -2.45614E-04 201


396. CHANGE397. **************************************************398. LOAD 6 LOADTYPE NONE TITLE V OPER. (VIENTO EN X)399. **************************************************400. JOINT LOAD401. *CARGA SOBRE ESTRUCTURA (FEQ NODAL KG)402. 48 49 51 53 55 57 59 61 63 65 67 68 135 137 TO 144 147 TO 149 187 TO 195 197 -403. 198 TO 199 FX 1.78404. 26 27 29 31 33 35 37 39 41 43 45 46 119 121 TO 125 127 TO 132 173 TO 178 180 -405. 181 TO 185 FX 1.73406. 4 5 7 9 11 13 15 17 19 21 23 24 104 106 TO 116 160 TO 171 FX 1.67407. *FUERZAS DE VIENTO SOBRE LAS ANTENAS TIPO MICROONDAS408. *MICROONDA DE DIAMETRO= 2 FT (0.61M)INCLUYE SOPORTE KG/PZA409. 123 FX 18.99410. 124 FX 19.05411. 129 FX 19.29412. 137 FX 19.47413. 53 FX 19.59414. 61 FX 19.81415. 177 FX 19.05416. 182 FX 19.29417. 183 FX 19.35418. 191 FX 19.64

419. 197 FX 19.93420. PERFORM CABLE ANALYSIS STEPS 10 PRINT STATICS CHECK


1 1.800 62 5.700 13 11.500 24 19.800 25 29.600 26 42.300 27 56.000 28 71.000 29 85.000 2

10 100.000 1


STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 6LOADTYPE NONE TITLE V OPER. (VIENTO EN X)


X = 0.321996270E-01Y = 0.105251478E+02Z = -0.549131796E-02


12/41

***TOTAL APPLIED LOAD ( KG METE ) SUMMARY (LOADING 6 )

SUMMATION FORCE-X = 399.94SUMMATION FORCE-Y = 0.00SUMMATION FORCE-Z = 0.00


***TOTAL REACTION LOAD( KG METE ) SUMMARY (LOADING 6 )SUMMATION FORCE-X = -399.80SUMMATION FORCE-Y = 0.06SUMMATION FORCE-Z = 0.02



X = 1.79330E-01 184Y = -1.56801E-01 2Z = -1.87384E-01 201RX= 3.20743E-04 146RY= 1.30295E-03 156RZ= 3.56605E-04 2

************ END OF DATA FROM INTERNAL STORAGE ************421. CHANGE422. **************************************************423. LOAD 7 LOADTYPE NONE TITLE V OPER. (VIENTO EN Z)424. **************************************************425. JOINT LOAD426. *CARGA SOBRE ESTRUCTURA (FEQ NODAL KG)427. 48 49 51 53 55 57 59 61 63 65 67 68 135 137 TO 144 147 TO 149 187 TO 195 197 -428. 198 TO 199 FZ 1.78429. 26 27 29 31 33 35 37 39 41 43 45 46 119 121 TO 125 127 TO 132 173 TO 178 180 -430. 181 TO 185 FZ 1.73431. 4 5 7 9 11 13 15 17 19 21 23 24 104 106 TO 116 160 TO 171 FZ 1.67432. *FUERZAS DE VIENTO SOBRE LAS ANTENAS TIPO MICROONDAS433. *MICROONDA DE DIAMETRO= 2 FT (0.61M) INCLUYE SOPORTE KG/PZA

434. 123 FZ 18.99435. 124 FZ 19.05436. 129 FZ 19.29437. 137 FZ 19.47438. 53 FZ 19.59439. 61 FZ 19.81440. 177 FZ 19.05441. 182 FZ 19.29442. 183 FZ 19.35443. 191 FZ 19.64444. 197 FZ 19.93445. PERFORM CABLE ANALYSIS STEPS 10 PRINT STATICS CHECK


1 1.800 6

2 5.700 13 11.500 24 19.800 25 29.600 26 42.300 27 56.000 28 71.000 29 85.000 1

10 100.000 1



13/41

STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 7LOADTYPE NONE TITLE V OPER. (VIENTO EN Z)


X = 0.321996270E-01Y = 0.105251478E+02Z = -0.549131796E-02



***TOTAL REACTION LOAD( KG METE ) SUMMARY (LOADING 7 )SUMMATION FORCE-X = 0.00SUMMATION FORCE-Y = -0.01SUMMATION FORCE-Z = -399.93

SUMMATION OF MOMENTS AROUND THE ORIGIN-MX= -4208.91 MY= 12.34 MZ= -0.01


X = 2.74953E-02 146Y = -1.53679E-01 201Z = 1.05739E-01 30RX= -4.50563E-04 63RY= 6.97129E-04 133RZ= -2.22950E-04 201

************ END OF DATA FROM INTERNAL STORAGE ************446. CHANGE447. ******************************************448. LOAD 8 LOADTYPE NONE TITLE SX (SISMO X)449. ******************************************450. JOINT LOAD451. *FUERZAS DE SISMO SOBRE LA ESTRUCTURA EN TRAMO

452. 48 49 51 53 55 57 59 61 63 65 67 68 135 137 TO 144 147 TO 149 187 TO 195 197 -453. 198 TO 199 FX 22.3454. 26 27 29 31 33 35 37 39 41 43 45 46 119 121 TO 125 127 TO 132 173 TO 178 180 -455. 181 TO 185 FX 12.3456. 4 5 7 9 11 13 15 17 19 21 23 24 104 106 TO 116 160 TO 171 FX 5.5457. PERFORM CABLE ANALYSIS STEPS 10 PRINT STATICS CHECK


1 1.800 62 5.700 33 11.500 44 19.800 45 29.600 36 42.300 37 56.000 3

8 71.000 29 85.000 2

10 100.000 2


STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 8LOADTYPE NONE TITLE SX (SISMO X)



14/41

X = -0.346235987E-03Y = 0.115132000E+02Z = 0.103352863E-04


SUMMATION OF MOMENTS AROUND THE ORIGIN-MX= 0.00 MY= 0.01 MZ= -16620.45




X = 7.23517E-01 200Y = -1.54797E-01 2Z = -1.92190E-01 201RX= -3.26311E-04 2RY= 1.73383E-03 87RZ= -1.11035E-03 37

************ END OF DATA FROM INTERNAL STORAGE ************458. CHANGE459. *****************************************460. LOAD 9 LOADTYPE NONE TITLE SZ (SISMO Z)461. *****************************************462. JOINT LOAD463. *FUERZAS DE SISMO SOBRE LA ESTRUCTURA464. 48 49 51 53 55 57 59 61 63 65 67 68 135 137 TO 144 147 TO 149 187 TO 195 197 -465. 198 TO 199 FZ 22.3466. 26 27 29 31 33 35 37 39 41 43 45 46 119 121 TO 125 127 TO 132 173 TO 178 180 -

467. 181 TO 185 FZ 12.3468. 4 5 7 9 11 13 15 17 19 21 23 24 104 106 TO 116 160 TO 171 FZ 5.5469. PERFORM CABLE ANALYSIS STEPS 10 PRINT STATICS CHECK


1 1.800 62 5.700 33 11.500 34 19.800 35 29.600 36 42.300 37 56.000 38 71.000 29 85.000 2

10 100.000 1


STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 9LOADTYPE NONE TITLE SZ (SISMO Z)


X = -0.346235987E-03Y = 0.115132000E+02Z = 0.103352863E-04


15/41

***TOTAL APPLIED LOAD ( KG METE ) SUMMARY (LOADING 9 )

SUMMATION FORCE-X = 0.00SUMMATION FORCE-Y = 0.00SUMMATION FORCE-Z = 1443.60



SUMMATION OF MOMENTS AROUND THE ORIGIN-MX= -16601.32 MY= -1.55 MZ= 0.28


X = -4.28314E-02 131Y = -1.54300E-01 201Z = 4.92254E-01 56RX= -9.14690E-04 63RY= 1.69513E-03 156RZ= -3.21041E-04 201

************ END OF DATA FROM INTERNAL STORAGE ************470. CHANGE471. ****472. ***473. * COMBO PARA DISEÑO DE ELEMENTOS.474. LOAD COMB 10 1.0(PP+CM+CV)475. 2 1.0 3 1.0476. LOAD COMB 11 0.75(PP+CM+CV+V REG X)477. 2 0.75 3 0.75 4 0.75478. LOAD COMB 12 0.75(PP+CM+CV+V REG -X)479. 2 0.75 3 0.75 4 -0.75480. LOAD COMB 13 0.75(PP+CM+CV+V REG Z)481. 2 0.75 3 0.75 5 0.75482. LOAD COMB 14 0.75(PP+CM+CV+V REG -Z)483. 2 0.75 3 0.75 5 -0.75484. LOAD COMB 15 0.75(PP+CM+CV+SX+0.30SZ)

485. 2 0.75 3 0.75 8 0.75 9 0.225486. LOAD COMB 16 0.75(PP+CM+CV+SZ+0.30SX)487. 2 0.75 3 0.75 9 0.75 8 0.225488. ****489. ***490. * COMBO PARA REACCIONES DE SERVICIO.491. LOAD COMB 17 1.0(PP+CM+CV+V REG X)492. 2 1.0 3 1.0 4 1.0493. LOAD COMB 18 1.0(PP+CM+CV+V REG -X)494. 2 1.0 3 1.0 4 -1.0495. LOAD COMB 19 1.0(PP+CM+CV+V REG Z)496. 2 1.0 3 1.0 5 1.0497. LOAD COMB 20 1.0(PP+CM+CV+V REG -Z)498. 2 1.0 3 1.0 5 -1.0499. LOAD COMB 21 1.0(PP+CM+CV+SX+0.30SZ)500. 2 1.0 3 1.0 8 1.0 9 0.3501. LOAD COMB 22 1.0(PP+CM+CV+SZ+0.30SX)

502. 2 1.0 3 1.0 9 1.0 8 0.3503. ****504. ***505. *COMBO PARA DESPLAZAMIENTO.506. *SE REVISARA LA DEFLEXIÓN MÁXIMA CONSIDERANDO UNA VELOCIDAD DE507. *OPERACIÓN DE 65% DE LA VELOCIDAD DE DISEÑO. LA OSCILACIÓN MÁX.508. *PERMITIDA SERÁ DE 0.75 GRADOS EN LA CUSPIDE PARA EL CASO DE CARGAS509. *DE VIENTO Y 1 GRADO EN CASO DE CARGAS DE SISMO.510. LOAD COMB 23 1.0(PP+CM+CV+V OPER X)511. 2 1.0 3 1.0 6 1.0512. LOAD COMB 24 1.0(PP+CM+CV+V OPER -X)513. 2 1.0 3 1.0 6 -1.0


16/41

514. LOAD COMB 25 1.0(PP+CM+CV+V OPER Z)515. 2 1.0 3 1.0 7 1.0516. LOAD COMB 26 1.0(PP+CM+CV+V OPER -Z)517. 2 1.0 3 1.0 7 -1.0518. ******519. PERFORM CABLE ANALYSIS STEPS 10 PRINT STATICS CHECK

************ END OF DATA FROM INTERNAL STORAGE ************520. CHANGE521. ****522. **********************************************523. *METODO DE DISEÑO ASD DE LA AISC524. *(METODO DE DISEÑO POR ESFURZO PERMISIBLES)525. *PARAMETROS DE DISEÑO526. *********************************************527. LOAD LIST 10 TO 16528. PARAMETER 1529. CODE AISC530. FYLD 5.16E+007 MEMB 1 TO 4 73 324 325 464 466 TO 469531. FU 7.372E+007 MEMB 1 TO 4 73 324 325 464 466 TO 469532. FYLD 2.53107E+007 MEMB 5 TO 72 74 TO 284 286 TO 323 326 TO 463 465 470533. FU 4.21844E+007 MEMB 5 TO 72 74 TO 284 286 TO 323 326 TO 463 465 470534. BEAM 1 ALL535. MAIN 1 MEMB 1 TO 4 73 324 325 464 466 TO 469536. RATIO 1 ALL537. TRACK 0 ALL538. KY 1 MEMB 74 TO 127 129 130 133 134 137 138 141 152 155 167 170 183 -539. 185 TO 211 213 214 217 218 221 222 327 328 331 332 335 336 339 359 362 383 -540. 386 408 411 412 415 416 419 420541. KY 0.7 MEMB 142 TO 151 156 TO 160 162 TO 166 171 TO 178 181 182 265 TO 284 -542. 286 TO 293 295 TO 319 321 TO 323 340 TO 358 363 TO 372 374 TO 382 -543. 387 TO 402 405 TO 407 470544. KZ 1 MEMB 74 TO 127 129 130 133 134 137 138 141 152 155 167 170 183 -545. 185 TO 211 213 214 217 218 221 222 327 328 331 332 335 336 339 359 362 383 -546. 386 408 411 412 415 416 419 420547. KZ 0.7 MEMB 142 TO 151 156 TO 160 162 TO 166 171 TO 178 181 182 265 TO 284 -548. 286 TO 293 295 TO 319 321 TO 323 340 TO 358 363 TO 372 374 TO 382 -549. 387 TO 402 405 TO 407 470550. CHECK CODE MEMB 1 TO 127 129 130 133 134 137 138 141 TO 152 155 TO 160 162 -551. 163 TO 167 170 TO 178 180 TO 183 185 TO 211 213 214 217 218 221 222 -552. 224 TO 284 286 TO 293 295 TO 319 321 TO 325 327 328 331 332 335 336 -553. 339 TO 359 362 TO 372 374 TO 383 386 TO 402 404 TO 408 411 412 415 416 419 -

554. 420 422 TO 470

STAAD.Pro CODE CHECKING - (AISC 9TH EDITION)***********************

ALL UNITS ARE - KG METE (UNLESS OTHERWISE NOTED)MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION=======================================================================

1 ST PIP E (AISC SECTIONS)PASS TENSION 0.505 15

1114.05 T 0.00 0.00 0.002 ST PIP E (AISC SECTIONS)

PASS TENSION 0.584 151289.44 T 0.00 0.00 0.00



PASS TENSION 0.541 151192.92 T 0.00 0.00 0.00

5 ST C6X10 (AISC SECTIONS)PASS AISC- H2-1 0.321 15

314.71 T 0.41 429.51 0.456 ST C6X10 (AISC SECTIONS)

PASS AISC- H2-1 0.262 16139.99 T 2.98 335.01 0.00

7 ST PIPS15 (AISC SECTIONS)PASS AISC- H1-2 0.472 16


17/41

3302.04 C 0.29 4.44 0.058 ST PIPS15 (AISC SECTIONS)

PASS AISC- H1-1 0.472 163229.42 C 3.44 3.06 0.25



PASS AISC- H1-1 0.429 163057.89 C 1.78 1.14 0.00


3023.14 C -0.09 -0.43 0.0012 ST PIPS15 (AISC SECTIONS)

PASS AISC- H1-1 0.406 163020.50 C 0.22 -0.24 0.00



PASS AISC- H1-1 0.398 162963.83 C 0.30 -0.02 0.00


2919.41 C 0.07 -0.01 0.0016 ST PIPS15 (AISC SECTIONS)

PASS AISC- H1-1 0.391 162916.83 C 0.13 -0.09 0.00


FX MY MZ LOCATION=======================================================================



PASS AISC- H1-1 0.386 162872.69 C -0.23 -0.03 0.30


2906.75 C -0.09 -0.12 0.30

20 ST PIPS15 (AISC SECTIONS)PASS AISC- H1-1 0.390 152904.35 C -0.16 -0.14 0.30



PASS AISC- H1-1 0.398 152954.44 C -0.32 -0.25 0.30



PASS AISC- H1-1 0.403 152996.13 C 0.35 -0.06 0.30



PASS AISC- H1-1 0.437 153001.18 C -3.57 -1.16 0.30



PASS AISC- H1-2 0.476 153248.72 C -5.43 -0.16 0.00



18/41


PASS AISC- H1-1 0.461 153181.64 C 3.51 -2.16 0.00


2938.51 C 2.33 1.69 0.00


FX MY MZ LOCATION=======================================================================



PASS AISC- H1-1 0.392 152866.04 C -0.78 -0.56 0.00



PASS AISC- H1-1 0.370 152743.38 C -0.15 0.38 0.30


2740.87 C -0.19 1.15 0.3037 ST PIPS15 (AISC SECTIONS)

PASS AISC- H1-1 0.382 162748.40 C -1.46 -0.44 0.30



PASS AISC- H1-1 0.484 162844.94 C 10.16 3.69 0.30



PASS AISC- H1-1 0.347 162344.61 C -3.27 -1.41 0.00




PASS AISC- H1-1 0.310 162283.31 C -0.48 -0.13 0.30



PASS AISC- H1-1 0.311 152303.65 C 0.34 -0.04 0.30

ALL UNITS ARE - KG METE (UNLESS OTHERWISE NOTED)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/FX MY MZ LOCATION

=======================================================================47 ST PIPS15 (AISC SECTIONS)

PASS AISC- H1-1 0.330 152394.40 C -0.91 -0.54 0.30



PASS AISC- H1-1 0.387 152631.55 C -1.00 -3.94 0.25


19/41



PASS AISC- H1-2 0.385 152684.15 C 2.49 2.78 0.05



PASS AISC- H1-1 0.333 152389.33 C 1.34 -0.45 0.00



PASS AISC- H1-1 0.238 151595.00 C -1.80 1.89 0.00



PASS AISC- H1-1 0.239 151685.11 C 1.11 -0.93 0.00



PASS AISC- H1-1 0.243 151783.81 C -0.31 -0.36 0.00



PASS AISC- H1-1 0.249 151818.46 C -0.06 -0.64 0.30


FX MY MZ LOCATION=======================================================================

62 ST PIPS15 (AISC SECTIONS)

PASS AISC- H1-1 0.249 151816.66 C -0.15 -0.69 0.3063 ST PIPS15 (AISC SECTIONS)

PASS AISC- H1-1 0.250 151810.88 C -0.19 -0.80 0.00



PASS AISC- H1-1 0.248 151661.39 C -1.65 -2.17 0.30



PASS AISC- H1-2 0.489 161739.35 C 22.67 7.32 0.30



PASS AISC- H1-3 0.105 16187.62 C -6.74 -2.37 0.00



PASS AISC- H1-3 0.023 1682.88 C 1.08 0.04 0.00


20/41


110.32 C 0.00 0.00 0.0073 ST PIP E (AISC SECTIONS)

PASS TENSION 0.465 161026.43 T 0.00 0.00 0.00

74 ST PIP E (AISC SECTIONS)PASS AISC- H2-1 0.050 16

0.73 T -0.11 0.12 0.2275 ST PIP E (AISC SECTIONS)

PASS AISC- H1-1 0.383 11350.16 C 0.04 0.01 0.37


0.69 T -0.04 0.14 0.22


FX MY MZ LOCATION=======================================================================



PASS AISC- H2-1 0.039 160.69 T -0.02 0.13 0.22


328.84 C 0.01 -0.02 0.0080 ST PIP E (AISC SECTIONS)

PASS AISC- H2-1 0.038 160.68 T -0.01 0.13 0.22



PASS AISC- H2-1 0.037 160.67 T 0.00 0.12 0.22



PASS AISC- H2-1 0.036 160.67 T 0.01 0.12 0.2285 ST PIP E (AISC SECTIONS)

PASS AISC- H1-1 0.339 11315.76 C 0.00 0.03 0.37



PASS AISC- H1-1 0.335 11311.59 C 0.00 0.03 0.38



PASS AISC- H1-1 0.325 11301.57 C 0.00 0.03 0.37



PASS AISC- H1-1 0.351 11317.78 C -0.02 -0.05 0.00


FX MY MZ LOCATION=======================================================================



21/41


PASS AISC- H1-1 0.377 16342.91 C 0.04 0.03 0.37



PASS AISC- H1-1 0.369 16341.20 C 0.01 -0.03 0.00



PASS AISC- H1-1 0.390 16362.92 C 0.02 -0.02 0.00


0.69 T 0.00 -0.11 0.0099 ST PIP E (AISC SECTIONS)

PASS AISC- H1-1 0.447 16406.52 C -0.01 -0.05 0.00



PASS AISC- H1-1 0.333 15297.54 C 0.06 -0.01 0.38



PASS AISC- H1-1 0.379 15351.73 C -0.03 0.01 0.37



PASS AISC- H1-1 0.357 15335.25 C 0.00 -0.02 0.06


0.38 T 0.04 0.08 0.22


FX MY MZ LOCATION=======================================================================


324.11 C -0.02 0.01 0.37108 ST PIP E (AISC SECTIONS)

PASS AISC- H2-1 0.036 160.55 T 0.07 0.10 0.22


330.52 C -0.03 -0.04 0.00110 ST PIP E (AISC SECTIONS)

PASS AISC- H2-1 0.035 11


PASS AISC- H1-1 0.395 16368.11 C -0.01 -0.03 0.00



PASS AISC- H1-1 0.349 15320.58 C -0.02 -0.04 0.37



22/41


PASS AISC- H1-1 0.351 15329.30 C -0.01 -0.01 0.06



PASS AISC- H1-1 0.330 15308.82 C -0.02 -0.01 0.06



PASS AISC- H1-1 0.329 16306.50 C -0.02 -0.02 0.06



PASS AISC- H1-1 0.357 16335.70 C -0.01 -0.01 0.22


FX MY MZ LOCATION=======================================================================



PASS AISC- H1-1 0.481 16421.93 C -0.06 -0.07 0.00


2.98 C -0.05 -0.27 0.22125 ST PIP E (AISC SECTIONS)

PASS AISC- H1-3 0.158 16132.09 C 0.06 0.03 0.37


0.17 T 0.06 0.09 0.22

127 ST PIP E (AISC SECTIONS)PASS AISC- H2-1 0.070 16113.59 T -0.03 0.02 0.38



PASS AISC- H2-1 0.065 1185.62 T -0.04 -0.06 0.00



PASS AISC- H2-1 0.075 15102.90 T 0.07 0.03 0.34



PASS AISC- H1-3 0.020 1612.61 C 0.03 0.00 0.34



PASS AISC- H2-1 0.113 15120.48 T -0.16 0.04 0.45



23/41

194.66 T 0.09 0.03 0.00


FX MY MZ LOCATION=======================================================================



PASS AISC- H2-1 0.109 15188.11 T 0.02 0.03 0.00



PASS AISC- H2-1 0.108 15184.39 T -0.01 0.04 0.00



PASS AISC- H2-1 0.111 15178.44 T -0.04 0.04 0.00



PASS AISC- H2-1 0.099 15116.40 T 0.13 0.02 0.45



PASS AISC- H2-1 0.073 1592.25 T 0.05 0.07 0.00



PASS AISC- H2-1 0.131 16209.64 T 0.06 0.04 0.00

158 ST PIP E (AISC SECTIONS)PASS AISC- H2-1 0.118 16214.25 T 0.02 0.02 0.00



PASS AISC- H2-1 0.135 16193.08 T 0.05 0.10 0.45


FX MY MZ LOCATION=======================================================================


171.59 T 0.08 0.06 0.45



PASS AISC- H2-1 0.128 15202.13 T 0.07 0.03 0.45



PASS AISC- H2-1 0.104 15118.99 T 0.14 0.03 0.45


24/41



PASS AISC- H2-1 0.074 15107.69 T 0.02 0.06 0.00



PASS AISC- H2-1 0.351 15633.83 T 0.05 0.05 0.45



PASS AISC- H2-1 0.118 15199.98 T 0.01 0.05 0.45



PASS AISC- H2-1 0.122 16199.15 T 0.02 0.06 0.45



PASS AISC- H2-1 0.132 16140.34 T 0.04 0.19 0.45


FX MY MZ LOCATION=======================================================================



PASS AISC- H1-3 0.067 1616.62 C -0.06 0.17 0.00

182 ST PIP E (AISC SECTIONS)

PASS AISC- H1-3 0.039 1621.09 C 0.07 0.02 0.45183 ST PIP E (AISC SECTIONS)

PASS AISC- H2-1 0.015 1514.98 T 0.02 0.01 0.34



PASS AISC- H1-1 0.371 11328.13 C -0.02 0.07 0.38



PASS AISC- H1-1 0.368 11324.25 C 0.01 0.08 0.37



PASS AISC- H1-1 0.359 11315.20 C 0.02 0.08 0.37



PASS AISC- H1-1 0.345 11301.00 C 0.04 0.08 0.37


25/41



PASS AISC- H1-1 0.410 16342.32 C -0.09 0.10 0.37


340.78 C -0.01 0.08 0.38


FX MY MZ LOCATION=======================================================================



PASS AISC- H1-1 0.468 16405.97 C 0.04 0.10 0.37



PASS AISC- H1-1 0.396 15351.88 C 0.04 0.06 0.37



PASS AISC- H1-1 0.372 15323.90 C 0.05 0.07 0.37



PASS AISC- H1-1 0.429 16367.99 C -0.01 0.11 0.37



PASS AISC- H1-1 0.367 15329.86 C -0.02 0.06 0.37206 ST PIP E (AISC SECTIONS)

PASS AISC- H1-1 0.350 15309.04 C -0.01 0.08 0.37



PASS AISC- H1-1 0.376 16336.08 C 0.00 0.07 0.37



PASS AISC- H1-3 0.207 16135.61 C 0.04 0.22 0.00


FX MY MZ LOCATION=======================================================================



PASS AISC- H2-1 0.088 11117.48 T 0.04 0.08 0.00



26/41

PASS AISC- H1-1 0.172 11169.59 C -0.05 0.03 0.00



PASS AISC- H1-1 0.177 15174.75 C 0.06 0.00 0.34



PASS AISC- H1-3 0.019 1510.65 C 0.03 0.01 0.34



PASS AISC- H1-1 0.444 152957.62 C -4.01 -3.75 0.00



PASS AISC- H1-1 0.417 152853.30 C 0.08 1.05 0.00



PASS AISC- H1-1 0.420 152939.87 C -0.01 0.16 0.00



PASS AISC- H1-1 0.436 163044.02 C -0.22 -0.08 0.60


FX MY MZ LOCATION=======================================================================




PASS AISC- H1-1 0.496 163238.51 C 0.39 3.38 0.60



PASS AISC- H1-2 0.499 163509.42 C 2.21 3.95 0.00



PASS AISC- H1-1 0.503 163440.49 C -4.23 -2.61 0.00



PASS AISC- H1-1 0.455 163136.72 C -0.58 0.62 0.00



27/41


PASS AISC- H1-1 0.448 152897.66 C -1.43 -3.14 0.60



PASS AISC- H1-2 0.446 152356.44 C 3.44 12.44 0.00



PASS AISC- H1-1 0.341 162328.44 C 0.91 0.16 0.00


FX MY MZ LOCATION=======================================================================



PASS AISC- H1-1 0.370 162454.41 C 0.29 2.05 0.60



PASS AISC- H1-2 0.388 162704.91 C 1.05 3.68 0.00



PASS AISC- H1-1 0.387 162650.22 C -2.77 -2.50 0.00


2307.70 C 3.00 1.81 0.60

254 ST PIPS15 (AISC SECTIONS)PASS AISC- H1-1 0.263 161606.17 C 2.86 1.92 0.00



PASS AISC- H1-1 0.249 161716.10 C -0.41 -0.25 0.60



PASS AISC- H1-1 0.231 161564.56 C 0.73 -0.45 0.60



PASS AISC- H1-2 0.315 161294.55 C 12.01 -5.82 0.30


195.43 T 12.39 -2.95 0.00


28/41


FX MY MZ LOCATION=======================================================================


46.62 T -3.99 1.73 0.00263 ST PIPS15 (AISC SECTIONS)

PASS AISC- H1-3 0.018 10100.47 C -0.01 -0.39 0.00



PASS AISC- H2-1 0.101 1693.87 T -0.17 0.02 0.45



PASS AISC- H2-1 0.120 16150.47 T -0.11 0.08 0.45



PASS AISC- H2-1 0.105 13172.92 T -0.04 0.03 0.45



PASS AISC- H2-1 0.102 13174.69 T -0.02 0.03 0.45



PASS AISC- H2-1 0.100 13174.64 T -0.01 0.03 0.45


294.15 C -0.01 0.05 0.00275 ST PIP E (AISC SECTIONS)PASS AISC- H2-1 0.099 13


PASS AISC- H1-1 0.621 13293.66 C -0.01 0.05 0.00


FX MY MZ LOCATION=======================================================================



PASS AISC- H1-1 0.623 13


PASS AISC- H2-1 0.102 13172.88 T 0.03 0.02 0.45



PASS AISC- H2-1 0.115 16166.28 T 0.08 0.05 0.45



29/41


PASS AISC- H2-1 0.091 16102.65 T -0.12 0.02 0.00



PASS AISC- H2-1 0.134 15220.19 T -0.06 0.02 0.45



PASS AISC- H2-1 0.129 15231.29 T 0.01 0.03 0.00



PASS AISC- H2-1 0.144 15257.11 T 0.03 0.02 0.45

* 291 ST PIP E (AISC SECTIONS)FAIL AISC- H1-1 1.256 15


PASS AISC- H2-1 0.169 15229.82 T -0.06 0.16 0.00


FX MY MZ LOCATION=======================================================================



PASS AISC- H2-1 0.120 15114.34 T 0.07 0.19 0.45


276.95 C -0.01 0.07 0.00

297 ST PIP E (AISC SECTIONS)PASS AISC- H2-1 0.097 12154.86 T -0.04 0.04 0.00



PASS AISC- H2-1 0.094 10142.27 T 0.06 0.02 0.45



PASS AISC- H2-1 0.104 16144.51 T 0.09 0.03 0.45



PASS AISC- H2-1 0.087 1686.93 T 0.14 -0.01 0.45



PASS AISC- H1-1 0.780 15357.05 C 0.00 0.07 0.00



30/41


PASS AISC- H1-1 0.473 12226.61 C 0.01 0.04 0.00


137.79 T 0.02 0.07 0.00


FX MY MZ LOCATION=======================================================================



PASS AISC- H2-1 0.080 10133.20 T -0.01 0.04 0.00



PASS AISC- H2-1 0.083 16138.63 T -0.01 0.03 0.00



PASS AISC- H2-1 0.102 15165.98 T -0.02 0.05 0.00



PASS AISC- H2-1 0.125 15207.82 T -0.05 0.03 0.00



PASS AISC- H2-1 0.156 15181.43 T -0.05 0.20 0.00

319 ST PIP E (AISC SECTIONS)PASS AISC- H1-1 0.311 15140.60 C 0.05 0.07 0.00



PASS AISC- H2-1 0.098 15149.60 T -0.06 -0.03 0.00



PASS TENSION 0.547 161206.01 T 0.00 0.00 0.00

ALL UNITS ARE - KG METE (UNLESS OTHERWISE NOTED)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/FX MY MZ LOCATION

=======================================================================325 ST PIP E (AISC SECTIONS)

PASS TENSION 0.498 161098.62 T 0.00 0.00 0.00



PASS AISC- H2-1 0.070 1392.18 T -0.04 -0.06 0.00


31/41



PASS AISC- H2-1 0.066 1685.17 T 0.07 0.03 0.34



PASS AISC- H2-1 0.021 1624.81 T 0.03 0.01 0.34



PASS AISC- H2-1 0.132 16147.54 T 0.17 0.07 0.00

* 341 ST PIP E (AISC SECTIONS)FAIL AISC- H1-1 1.087 16


PASS AISC- H2-1 0.166 16255.54 T 0.11 0.02 0.00



PASS AISC- H2-1 0.144 16241.93 T 0.06 0.02 0.00



PASS AISC- H2-1 0.132 16235.64 T 0.03 0.02 0.00


FX MY MZ LOCATION=======================================================================


PASS AISC- H1-1 0.840 16385.37 C 0.01 0.06 0.75348 ST PIP E (AISC SECTIONS)

PASS AISC- H2-1 0.123 16227.51 T -0.01 0.01 0.45



PASS AISC- H2-1 0.120 16219.22 T 0.00 0.02 0.45



PASS AISC- H2-1 0.119 16210.86 T 0.02 0.02 0.45



PASS AISC- H2-1 0.119 16200.51 T 0.04 0.03 0.45



PASS AISC- H2-1 0.131 16198.63 T 0.08 0.04 0.45


32/41



PASS AISC- H2-1 0.101 16119.94 T -0.13 0.03 0.00


90.56 T -0.04 -0.05 0.00362 ST PIP E (AISC SECTIONS)

PASS AISC- H1-1 0.178 15174.51 C -0.07 0.02 0.34


103.88 T 0.11 0.03 0.00


FX MY MZ LOCATION=======================================================================



PASS AISC- H2-1 0.115 11168.06 T -0.08 0.04 0.45



PASS AISC- H2-1 0.093 13146.60 T -0.04 0.04 0.45



PASS AISC- H2-1 0.091 10145.77 T 0.02 0.05 0.45



PASS AISC- H2-1 0.130 15149.16 T 0.07 0.16 0.45372 ST PIP E (AISC SECTIONS)

PASS AISC- H1-1 0.575 15272.45 C -0.03 -0.04 0.13


208.36 T -0.07 0.15 0.00* 375 ST PIP E (AISC SECTIONS)

FAIL AISC- H1-1 1.036 16430.47 C 0.03 0.09 0.75



PASS AISC- H1-1 0.802 16370.18 C 0.03 0.05 0.75



PASS AISC- H1-1 0.731 16339.01 C 0.03 0.06 0.75


FX MY MZ LOCATION=======================================================================



33/41


PASS AISC- H1-1 0.702 16321.27 C 0.06 0.06 0.75



PASS AISC- H2-1 0.063 1680.85 T 0.06 0.03 0.34



PASS AISC- H2-1 0.054 1079.37 T -0.01 0.04 0.00



PASS AISC- H2-1 0.306 16556.77 T -0.05 0.03 0.00



PASS AISC- H2-1 0.130 16205.96 T 0.00 0.08 0.00



PASS AISC- H2-1 0.104 16176.05 T 0.00 0.04 0.00



PASS AISC- H2-1 0.082 16141.32 T -0.01 0.03 0.00


212.88 C 0.00 0.05 0.75ALL UNITS ARE - KG METE (UNLESS OTHERWISE NOTED)MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION=======================================================================



PASS AISC- H1-1 0.391 10185.48 C 0.00 0.05 0.75



PASS AISC- H1-1 0.421 10198.87 C 0.01 0.05 0.75



PASS AISC- H1-1 0.223 10104.14 C -0.02 0.04 0.75



PASS AISC- H2-1 0.077 1586.32 T -0.06 0.09 0.00


34/41



PASS AISC- H2-1 0.041 1640.81 T -0.06 0.02 0.00



PASS AISC- H2-1 0.119 16159.36 T 0.05 0.11 0.00



PASS AISC- H2-1 0.068 1389.11 T 0.04 0.06 0.00


154.07 C 0.07 0.00 0.34


FX MY MZ LOCATION=======================================================================



PASS AISC- H1-3 0.031 1625.58 C 0.03 0.01 0.34


155.68 T 1.26 332.06 0.45423 ST PIPS15 (AISC SECTIONS)

PASS AISC- H1-2 0.585 153959.77 C -6.13 -3.58 0.05



PASS AISC- H1-1 0.544 153518.92 C -3.44 2.22 0.00426 ST PIPS15 (AISC SECTIONS)

PASS AISC- H1-1 0.486 153355.25 C 0.78 0.24 0.00



PASS AISC- H1-1 0.434 153037.99 C 0.05 0.19 0.00



PASS AISC- H1-1 0.401 162797.53 C -0.27 -0.12 0.60



PASS AISC- H1-1 0.391 162682.22 C -0.91 0.20 0.60



PASS AISC- H1-1 0.401 162788.77 C 3.07 1.21 0.25


35/41


FX MY MZ LOCATION=======================================================================



PASS AISC- H1-2 0.431 162850.09 C -6.00 -0.45 0.05



PASS AISC- H1-1 0.418 162663.96 C -3.69 0.73 0.00



PASS AISC- H1-1 0.417 152864.55 C 0.20 0.89 0.60



PASS AISC- H1-2 0.556 153176.95 C 3.42 12.94 0.30



PASS AISC- H1-1 0.416 152638.78 C -0.85 -3.84 0.00



PASS AISC- H1-1 0.322 152230.56 C -0.41 0.03 0.60


2065.47 C 1.44 -2.10 0.60448 ST PIPS15 (AISC SECTIONS)PASS AISC- H1-1 0.319 16


PASS AISC- H1-2 0.338 162269.81 C 1.36 -4.07 0.00


FX MY MZ LOCATION=======================================================================



PASS AISC- H1-1 0.326 16


PASS AISC- H1-1 0.333 162175.56 C 2.10 -1.11 0.60



PASS AISC- H1-1 0.211 161396.49 C -0.96 0.71 0.00



36/41


PASS AISC- H1-1 0.202 131409.87 C -0.11 -0.02 0.60



PASS AISC- H1-1 0.260 151443.27 C 0.50 -5.54 0.60



PASS AISC- H1-3 0.231 15235.78 C -4.95 17.09 0.00



PASS AISC- H1-3 0.022 1576.51 C -0.25 0.98 0.00



PASS TENSION 0.429 16945.48 T 0.00 0.00 0.00


FX MY MZ LOCATION=======================================================================



PASS TENSION 0.391 13863.25 T 0.00 0.00 0.00



PASS TENSION 0.396 13874.00 T 0.00 0.00 0.00469 ST PIP E (AISC SECTIONS)

PASS TENSION 0.416 16917.60 T 0.00 0.00 0.00


363.37 C -0.06 -0.04 0.75555. ***556. ************557. *REVISIÓN DE TENSIONES EN CABLES.558. LOAD LIST 10 TO 16559. PRINT MEMBER FORCES LIST 1 TO 4 73 324 325 464 466 TO 469DXF IMPORT OF SECCIÒN TIPICA TRAMO DE 6M.DXF -- PAGE NO. 58

MEMBER END FORCES STRUCTURE TYPE = SPACE-----------------

ALL UNITS ARE -- KG METE (LOCAL )

MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z1 10 2 -780.41 0.00 0.00 0.00 0.00 0.00

1 780.41 0.00 0.00 0.00 0.00 0.0011 2 -948.93 0.00 0.00 0.00 0.00 0.00

1 948.93 0.00 0.00 0.00 0.00 0.0012 2 -221.69 0.00 0.00 0.00 0.00 0.00

1 221.69 0.00 0.00 0.00 0.00 0.0013 2 -859.60 0.00 0.00 0.00 0.00 0.00

1 859.60 0.00 0.00 0.00 0.00 0.0014 2 -311.02 0.00 0.00 0.00 0.00 0.00


37/41

1 311.02 0.00 0.00 0.00 0.00 0.0015 2 -1114.05 0.00 0.00 0.00 0.00 0.00

1 1114.05 0.00 0.00 0.00 0.00 0.0016 2 -940.61 0.00 0.00 0.00 0.00 0.00

1 940.61 0.00 0.00 0.00 0.00 0.002 10 36 -881.32 0.00 0.00 0.00 0.00 0.00

1 881.32 0.00 0.00 0.00 0.00 0.0011 36 -1176.26 0.00 0.00 0.00 0.00 0.00

1 1176.26 0.00 0.00 0.00 0.00 0.0012 36 -145.71 0.00 0.00 0.00 0.00 0.00

1 145.71 0.00 0.00 0.00 0.00 0.0013 36 -891.44 0.00 0.00 0.00 0.00 0.00

1 891.44 0.00 0.00 0.00 0.00 0.0014 36 -430.54 0.00 0.00 0.00 0.00 0.00

1 430.54 0.00 0.00 0.00 0.00 0.0015 36 -1289.44 0.00 0.00 0.00 0.00 0.00

1 1289.44 0.00 0.00 0.00 0.00 0.0016 36 -1024.66 0.00 0.00 0.00 0.00 0.00

1 1024.66 0.00 0.00 0.00 0.00 0.003 10 51 -832.43 0.00 0.00 0.00 0.00 0.00

1 832.43 0.00 0.00 0.00 0.00 0.0011 51 -1082.77 0.00 0.00 0.00 0.00 0.00

1 1082.77 0.00 0.00 0.00 0.00 0.0012 51 -165.87 0.00 0.00 0.00 0.00 0.00

1 165.87 0.00 0.00 0.00 0.00 0.0013 51 -875.71 0.00 0.00 0.00 0.00 0.00

1 875.71 0.00 0.00 0.00 0.00 0.0014 51 -372.94 0.00 0.00 0.00 0.00 0.00

1 372.94 0.00 0.00 0.00 0.00 0.0015 51 -1246.77 0.00 0.00 0.00 0.00 0.00

1 1246.77 0.00 0.00 0.00 0.00 0.0016 51 -987.56 0.00 0.00 0.00 0.00 0.00

1 987.56 0.00 0.00 0.00 0.00 0.00

MEMBER END FORCES STRUCTURE TYPE = SPACE-----------------ALL UNITS ARE -- KG METE (LOCAL )

MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z

4 10 146 -830.32 0.00 0.00 0.00 0.00 0.001 830.32 0.00 0.00 0.00 0.00 0.00

11 146 -1017.67 0.00 0.00 0.00 0.00 0.001 1017.67 0.00 0.00 0.00 0.00 0.0012 146 -227.81 0.00 0.00 0.00 0.00 0.00

1 227.81 0.00 0.00 0.00 0.00 0.0013 146 -918.72 0.00 0.00 0.00 0.00 0.00

1 918.72 0.00 0.00 0.00 0.00 0.0014 146 -326.76 0.00 0.00 0.00 0.00 0.00

1 326.76 0.00 0.00 0.00 0.00 0.0015 146 -1192.92 0.00 0.00 0.00 0.00 0.00

1 1192.92 0.00 0.00 0.00 0.00 0.0016 146 -1029.50 0.00 0.00 0.00 0.00 0.00

1 1029.50 0.00 0.00 0.00 0.00 0.00

73 10 2 -683.59 0.00 0.00 0.00 0.00 0.00152 683.59 0.00 0.00 0.00 0.00 0.00

11 2 -768.14 0.00 0.00 0.00 0.00 0.00152 768.14 0.00 0.00 0.00 0.00 0.00

12 2 -257.25 0.00 0.00 0.00 0.00 0.00152 257.25 0.00 0.00 0.00 0.00 0.00

13 2 -837.59 0.00 0.00 0.00 0.00 0.00152 837.59 0.00 0.00 0.00 0.00 0.00

14 2 -187.80 0.00 0.00 0.00 0.00 0.00152 187.80 0.00 0.00 0.00 0.00 0.00

15 2 -891.85 0.00 0.00 0.00 0.00 0.00152 891.85 0.00 0.00 0.00 0.00 0.00

16 2 -1026.43 0.00 0.00 0.00 0.00 0.00152 1026.43 0.00 0.00 0.00 0.00 0.00

324 10 126 -784.93 0.00 0.00 0.00 0.00 0.00


38/41

152 784.93 0.00 0.00 0.00 0.00 0.0011 126 -887.23 0.00 0.00 0.00 0.00 0.00

152 887.23 0.00 0.00 0.00 0.00 0.0012 126 -290.17 0.00 0.00 0.00 0.00 0.00

152 290.17 0.00 0.00 0.00 0.00 0.0013 126 -1063.04 0.00 0.00 0.00 0.00 0.00

152 1063.04 0.00 0.00 0.00 0.00 0.0014 126 -114.37 0.00 0.00 0.00 0.00 0.00

152 114.37 0.00 0.00 0.00 0.00 0.0015 126 -1043.00 0.00 0.00 0.00 0.00 0.00

152 1043.00 0.00 0.00 0.00 0.00 0.0016 126 -1206.01 0.00 0.00 0.00 0.00 0.00

152 1206.01 0.00 0.00 0.00 0.00 0.00

325 10 138 -675.53 0.00 0.00 0.00 0.00 0.00152 675.53 0.00 0.00 0.00 0.00 0.00

MEMBER END FORCES STRUCTURE TYPE = SPACE-----------------ALL UNITS ARE -- KG METE (LOCAL )

MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z11 138 -767.30 0.00 0.00 0.00 0.00 0.00

152 767.30 0.00 0.00 0.00 0.00 0.0012 138 -245.99 0.00 0.00 0.00 0.00 0.00

152 245.99 0.00 0.00 0.00 0.00 0.0013 138 -915.82 0.00 0.00 0.00 0.00 0.00

152 915.82 0.00 0.00 0.00 0.00 0.0014 138 -97.47 0.00 0.00 0.00 0.00 0.00

152 97.47 0.00 0.00 0.00 0.00 0.0015 138 -916.08 0.00 0.00 0.00 0.00 0.00

152 916.08 0.00 0.00 0.00 0.00 0.0016 138 -1098.62 0.00 0.00 0.00 0.00 0.00

152 1098.62 0.00 0.00 0.00 0.00 0.00

464 10 201 -606.08 0.00 0.00 0.00 0.00 0.00152 606.08 0.00 0.00 0.00 0.00 0.00

11 201 -699.79 0.00 0.00 0.00 0.00 0.00152 699.79 0.00 0.00 0.00 0.00 0.00

12 201 -209.33 0.00 0.00 0.00 0.00 0.00152 209

corrida staad pro estado actual

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