Transmission Conductor Cane DWG Block for AutoCAD

UNDER MOUNTING A TRANSMISSION CONDUCTOR SUGARCANE

Drawing labels, details, and other text information extracted from the CAD file (Translated from Spanish):

rotation, current table, ramp to coder, bottom rope roof, crane hook, nozzles, main cane conductor, current arrangement, proposed arrangement, swing back, leveler, sheet, dwg no, file name, appr., drawn, scale , detail of loads of the foundation in dan, num. surface, sop. carcass, shredder bearing, turbine-reducer base, dead static load, exceptional load due to unbalance horiz., exceptional load due to vertical unbalance. below, exceptional load due to vertical imbalance. above, dynamic load of constant work, revision, date, name, bylayer, byblock, global, jgsalazar, base blade swing back, preparation of cane, projection, issued for revision, ing. jsk

Raw text data extracted from CAD file:

3 +0 ROTATION +5442 0 3 3 +5442 +0 ROTATION 5 0,99 30,0° 76004.20598734327 271,8 54,7 \A1;794 \A1;R463 \A1;200 \A1;44 \A1;809 \A1;R463 \A1;198 MESA ACTUAL CCM 01 \W0.67753; BATEY RAMPA AL CODUCTOR MESA ACTUAL 9,3° 9° CUERDA INFERIOR TECHO EL. 0.00 EL. 3.52 EL. 11.70 M L C MV-201 GANCHO DE LA GRUA EL. 15.00 M EL. -1.18 EL. -0.71 N-203 BOQUILLAS L C EL. 0.70 MOLINO No.-1 C L Q-202 MOLINO No.-2 L C Q-203 5 5 5 5 271.8497218871198 5 5 5 5 1 2 3 4 5 5 2511.913502955344 2750.0 5 5719.0 9915.500000001048 3839.0111210873 11755.31489637896 5 5 2985.035572357156 5 3641.882408672564 3305.923698878499 2020.016917087923 1998.342894958289 1517.284712810536 1,64 1,3 5 5 0,99 1192 271,8 54,7 5556 2512 2750 2195 5719 9916 3839 11755 8686 4219 2985 1078 3642 3306 2020 1998 1517 9,3° 33800,9 \A1;794 \A1;R463 \A1;200 \A1;44 \A1;809 \A1;R463 \A1;198 1242 822 1742 14150 3718 5350 L C CONDUCTOR PRINCIPAL DE CAÑA \A1;13.920 [353.6mm] \A1;104.312 [2649.5mm] \A1;10.406 [264.3mm] \A1;.750 [19.1mm] \A1;4.515 [114.7mm] \A1;5.593 [142.1mm] \A1;.812 [20.6mm] \A1;.298 [7.6mm] \A1;1.000 [25.4mm] \A1;4.605 [117.0mm] \A1;5.188 [131.8mm] \A1;16.750 [425.5mm] \A1;16.500 [419.1mm] \A1;15.000 [381.0mm] \A1;10.000 [254.0mm] \A1;21.938 [557.2mm] \A1;29.250 [742.9mm] \A1;44.860 [1139.4mm] \A1;44.860 [1139.4mm] \A1;13.500 [342.9mm] \A1;13.500 [342.9mm] \A1;11.280 [286.5mm] \A1;6.280 [159.5mm] \A1;14.280 [362.7mm] \A1;32.970 [837.4mm] \A1;d 6.000 [152.4mm] \A1;82.000 [2082.8mm] \A1;95.282 [2420.2mm] \A1;5.478 [139.1mm] \A1;13.920 [353.6mm] \A1;1.045 [26.5mm] \A1;10.330 [262.4mm] \A1;5.171 [131.3mm] \A1;9.311 [236.5mm] \A1;4.140 [105.2mm] \A1;78.970 [2005.8mm] 457.3072391198123 457.3072391198123 457.3072391198123 457.3072391198123 457.3072391198123 457.3072391198123 457.3072391198123 457.3072391198123 457.3072391198123 457.3072391198123 457.3072391198123 457.3072391198123 457.3072391198123 457.3072391198123 457.3072391198123 457.3072391198123 457.3072391198123 457.3072391198123 457.3072391198123 457.3072391198123 457.3072391198123 457.3072391198123 457.3072391198123 457.3072391198123 457.3072391198123 457.3072391198123 457.3072391198123 457.3072391198123 A A 457.3072391198123 457.3072391198123 457.3072391198123 457.3072391198123 457.3072391198123 457.3072391198123 457.3072391198123 457.3072391198123 252 \H1.5x;Linea de Centros 1250 1250 Arreglo Actual Arreglo Propuesto Swing Back Nivelador F G H D C B E A D C B A H G F E 2 1 3 4 6 7 8 5 1 2 3 6 7 8 !GENTITLE-LL !GENTITLE-RU !GENTITLE-MAX !GENTITLE-INSERT – SHEET DWG NO FILE NAME APPR. DRAWN SCALE 594 594 342 252 152 596 90 1750 1250 1250 978 1750 1000 250 250 500 4108 688 302 250 341 341 250 341 250 250 341 688 302 3120 1930 3791 175 1375 1375 1524 1524 Detalle de cargas de la cimentacion en daN Num. Superficie Sop. Carcaza Chumacera desfibradora Chumacera desfibradora Sop. Carcaza Base turbina-reductor Carga estatica muerta 975 5364 7370 975 4120 Carga dinamica con factor de 4 21456 29480 Carga dinamica (carga muerta x2) 1950 1950 Carga excepcional por desbalance horiz. +/-8409 +/-8409 Carga excepcional por desbalance vert. abajo 13773 15779 Carga excepcional por desbalance vert. arriba -3045 -1039 Carga dinamica de trabajo constante -1616 -1616 # Revision Date Name 3333 2301 1031 726 4059 500 3989 1311 2500 1000 1455 2890.84 4500 6000 0.0 0 0 1 0 0 1 1 1 (“” “”) 0 (“nulldisp” “”) -1 (“nullsurf” “”) 1,1,1 -1,-1,-1 -1 2500 CUERDA INFERIOR TECHO EL. 0.00 EL. 3.52 EL. 11.70 M L C MV-201 GANCHO DE LA GRUA EL. 15.00 M EL. -1.18 EL. -0.71 N-203 BOQUILLAS L C EL. 0.70 MOLINO No.-1 C L Q-202 MOLINO No.-2 L C Q-203 5 5 5 5 5 5 5 5 5 1 2 3 4 5 5 0,99 5 <> 5 5 <> 5 <> 1 <> 5 <> 5 5 5 5 5 5 5 <> 5 5 5 <> 5 <> 5 <> <> <> <> 5 <> 5 5 5 5 5 5 5 5 5 5 <> <> <> 5 5 <> 5 5 5 5 5 5 5 5 5 5 5 5 5 5 BYLAYER -1.0000,-1.0000,-1.0000 1.0,1.0,1.0 (“nullsurf” “”) (11 “Ka” “0.7”)(11 “Kd” “1”)(11 “Ks” “0.2”)(11 “roughness” “0.5”) -1.0 (“nulldisp” “”) 0.0 0 (“” “”) 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 BYBLOCK -1.0000,-1.0000,-1.0000 1.0,1.0,1.0 (“nullsurf” “”) (11 “Ka” “0.7”)(11 “Kd” “1”)(11 “Ks” “0.2”)(11 “roughness” “0.5”) -1.0 (“nulldisp” “”) 0.0 0 (“” “”) 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 GLOBAL -1.0000,-1.0000,-1.0000 1.0,1.0,1.0 (“nullsurf” “”) (11 “Ka” “0.7”)(11 “Kd” “1”)(11 “Ks” “0.2”)(11 “roughness” “0.5”) -1.0 (“nulldisp” “”) 0.0 0 (“” “”) 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 <> C: royectos\2011\Varios\Cuchilla\Arreglo Swing back.dwg 1:1 jgsalazar Base Cuchilla Swing Back Preparacion de Caña IPBJ-A-01-00-01 1 Acot. mm. Proyeccion 1 4 2 5 3 6 7 Emitido para revision A 07/07/2011 Ing. Jsk