LUSA LÁMINAS Y PRODUCTOS LUSA, S. A. DE C. V. MARIANO ESCOBEDO No. NTE. COL. VICTORIA TEL. - TELEFA: - MONTERREY, N.L. C.P. info@laminaslusa.com.mx
ANGULOS ADAS / x x / x x / x x / x x / x x MILIMETROS 7.9x.x. 9.x.x..7x.x..9x.x. x.x. PESO KGS/MTO.9.0. 9.7. LBS/PIE.0.0..00.0 KG/PZA ( MT) 9 7 PESO ADAS MILIMETROS KGS/MTO LBS/PIE KG/PZA ( MT) / x / / /. x. x.. x.7. x.. x 0. 0..9.0.. 0.0.0.. / x / / /. x.. x.7. x.. x.. x.. x 7..7....7.7...0..07. 7 / x / / /. x.. x.7. x.. x 0.. x.. x 7.. x.....7. 7.9 9..9.9..9..90.0 0 0 / x / 7.9 x 0. 7.9 x. 7.9 x 7. 7.9 x.. 7...9.00.. 7 / x / 9. x 0. 9. x. 9. x 7. 9. x. 9. x 7.0 9. x..99.7.7..0.7.70.90 7..0.90 9 / x.7 x 7..7 x..7 x 7.0.7 x..99. 9.7.0. 7 7 / x / x.9 x..9 x...0.7. / x / x 9.9 x. x. 7.0.7..70
SOLERA SOLERA Dimensiones Dimensiones Peso Weight Área de Sección section area pulg. in. lb./pie lb./ft. pulg. in. / x / / / / x / / / x / / / x / x 9. x..7. 0.. 7.. 7.0..7 x. 0.. 7.. 7.0..9 x. 0.. 7.. 7.0. 9 x 0.. 7.. 7.0.. x 0. 7.. 7.0..97...79.7.9 7.90 9....00. 7.90..0.0.70. 7.90 9.7.0..97 7.90 9.7..0.97.79..0.0.99.7.9.9.0...0.7 7.0.0.00.0.0.00.00.0.9.0..7.00..70.0.7 7.0.0.70.00.00.0.00 7.000.00.0 0..9.0 0. 7.90 9.,.0,7.0.7. 0. 9,90.,.90,9. 9 0,009.,.,.,0,. 9.,.0,7.0,,.00,,90.,9.,0.,.0,7 0. 0..00.7.0 0.000.0.00.000.00.000.0..7.00..70.00.7.0.000.70.00.000.000.000.000.000 Dimensiones Dimensiones Peso Weight Área de Sección section area pulg. in. lb./pie lb./ft. pulg. in. / x / / / / / x / / / / / / x / / / / / / x / / /. x.7..7. 0.. x.7..7. 0... x.7..7. 0.. 7.. 7.0. 7.9 x..7. 0.. 7.. 7.0. 0. 0 0. 9. 0 0...97.7 0....97.0..79.00. 7.90.7.97...9.79. 7.90 9.7 0. 0. 0. 0.0 0. 0.0 0. 0. 9.7.9 0. 0.0.00.7.700.0.0.00.0.0.00..9....0..7 0. 0.0...9. 9..9... 0.0 0. 9.70 0.0 99.7 0.0.0 00.0 0.0 0.0 00. 90. 0. 0. 09 0. 0. 0.,0.,.9 0.0 0.09 0. 0. 0. 0.0 0.09 0. 0. 0. 0. 0. 0. 0.0 0. 0.00 0. 0.000.0.00 0. 0..0..7
ACERO REDONDO ACERO CUADRADO ADAS MILIMETROS AREA DE SECCION PESO KGS/MTO KG/PZA(MT) / 9. 0. 9.7 /.7 0.0.9. /.9.0.977 / 9. 0..90.9 7/. 0.0 7.90.9..000..0 /.7. 7. 7.9 /..0 0..9 9 0..000 0..0 / 7..0 90.0.0 /..00.0.0 90 AREA DE SECCION PESO MILIMETROS / / / / 7/ 9..7.9 9.. 0. 0.07 0. 0.0 7.. 97.90.0 7.90 9...0 9 / / / / /...7.9.. 9.7..77.0.0 79. 9. 0.09.0.97.0.9 7..9.970 7 / 0....909..0.9.0 97 ADAS KGS/MTO KG/PZA(MT)
POLINES ESTRUCTURALES CANALES ANCHO DEL PATIN ESPESOR DEL ALMA PERALTE KGS/MTO PESOS LBS/FT KG/PZA (MTS) 7.........0.0.0.0 0. 0. 0....9.0.....0..9.0.9.0.7.0 0..70.00.00 7.0 0.00.00.0 70.00 7.0 77.0 77.9 0. 0. 0. 0. 0. 0. 0.0 0. 0. 0. 0. 0..0.0. 7.90..0 7.0.0. 9.. 7.09 7. 9..9..0.. 9. 7.. 7.9.0 7..70 0.0 7..70..0...77.9.7.77..0.00 0.0.70.00 0.0 9 0 7 9 7 0 7 7 7 7 DATOS PARA EL PEDIDIO. EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP 7 7 7 0 0 0 PERALTE CALIBRE LONGITUD ESTANDAR EN MTS. TIPO DE LAMINA A.R. C.C. KG. METRO KG. PIEZA........ 9........0..0 7..0... 7....0.0.0 7.. VIGA I AMERICANA ANCHO DEL PATIN ESPESOR DEL ALMA PERALTE KGS/MTO LBS/FT KG/PZA (MTS) 7.. 7.0.....00..00 9. 7. 7.. 90. 0. 0......9....0 7..70 0.00.0.0 70 9 7 7 PESOS
Losacero Ancho efectivo 9. cm (.0 ) VIGA IPR mm (. ) Dimensiones D x B Dimensiones D x B pulg. in. x 0 x x x x / x x x x / x x 0 x x / 0 x x 0 x x / x 7 x x x 7 0 x 7 x 7 / 7 x 90 x 7 x 79 ** * Peso Weight.9..0 9...7...9.7.7.....7.7...0 9..9 7.0..0.990 7..7 9..9 7.0 7.0. 9.9 9.70.9.0 7.9. 77.09 9 7 9 0 9 0 0 0 0 0 0 0 0 7 7 97 9 Espesos nominal acero base plg. (mm) Kg./M. Kg./M 0.09 (0.07) 0.099 (9) 0.09 (9) 0.07 (.). 7. 9.7.0.7..0. Losacero Ancho efectivo 9. cm (.0 ) 0. cm (.0 ) mm (. ) ** * Espesos nominal acero base plg. (mm) Kg./M. Kg./M 0.09 (0.07) 0.099 (9) 0.09 (9) 0.07 (.). 7. 9.7.0.7..0. TRD-9. Ancho efectivo 9. cm (.0 ) mm (. ) ** * Espesos nominal acero base plg. (mm) Kg./M. Kg./M 0.09 (0.07) 0.099 (9) 0.09 (9) 0.07 (.). 7. 9.7.0.7..0. TRN-0/ Ancho efectivo 0.0 cm (9. ). cm (. ) mm (. ) ** * Espesos nominal acero base plg. (mm) Kg./M. Kg./M 0.09 (0.07) 0.099 (9) 0.09 (9) 0.07 (.). 7. 9.7.0.7..0. TR-7 y TR- Ancho efectivo 7 cm (. ) mm ( ) TR-7 Ancho efectivo 0. cm (9.7 ) TR- ** 0 ** 9 mm ( ) Espesos nominal acero base plg. TR-7 (mm) 0.0097 (0.) 0.0 (0.0) 0.09 () 0.079 () 0.09 (0.09) 0.099 (9) Kg./M. TR-7 Kg./M TR-7.0..97..0...9..9. 7. 0** ** Espesos nominal acero base plg. TR- (mm) 0.0 (0.0) 0.09 () 0.079 () 0.09 (0.09) 0.099 (9) 0.09 (9) Kg./M. TR- Kg./M TR-..9.9. 7..9.07.9..7 7..
99.9. 9. 7. 99..97 9.7. 9. 97.9 97. 97. 79.70 9.9 99. 7. 9.79 7.. 9. 7.0..0 90.0.0 0.0.0 9.9. 0... 7.9. 77.99.9.7...9 9.7 7.... x x x x x x x x x x Medidas 7.9 7. 9.7,.97,.,.,.,779.9,70.,.9,.7 77. 97.97,07.,97.0,.,.,.,9.9,9.9 0 7..9 9.7,.97,9.9,,779.9,7.9,.90.99.9 9.9 7. 9.,.0,77.,.0,9.9,779.9.9.79.9 7. 9.,9.9,.,.97,.9 9.9 9.9.9.9..,.,. 97.97,9.9.9.99.79.9 9.9,,9.9.9,7.9.9 77.99 7.9 70.0. 79..7,.0 9.9,9.9.0.9 77.99 9. 70.. 9.9 9..9,.97. 9.. 9.7.9 0.0.7 7.0 97.0..0.9.9 77.99 7.9. 9.9.99.9 7/. / 7 9. / 7.9 / 0. Pulgadas / Milésimas Milímetros..,000. /,00..,000..0.77.7 9.9.0. 0.0 7....0.090.7.7.0.9 9.7. 7..7.0.97..7..7.0.7.. /,00.9. 70.09.7.077.77.9.0 0 9 79.7.09.99.09.9 0..7.7 7..97.0...9.0.0.7. 7.,000.9.9.077 7.00 7.9. 99.790 9. 7.0.0..9 0..7.9 0.0.77 9.9...7.9.7 9..9.07 7..9 /,00..077 7..0 9..0 7. 7.0.09 9..09..7.09 7....7 7.0.09.0.907. 9..0 7..0.9 / / /,0,00,70,000.7.. 0...7 9..0. 7..09..9. 0..09 7..9.77.9.99.0.7. 9.. 7..0...7,000.. 7. 7.0....09.9. 0..7..9..0.9..7.. 9.. 7.....9.0.7 7/ 7. x KG./MT x x x x x. x. x.0. x.. x.0 / 70 9..07.97.7.9..7.797..70.07..7.97.709.9...07 9 9 0. 0.07 0.09 0. 0.0 / 00.7 0. 7 9 0. 9 0. / 0.0 0. 0.097 0.077 0.07 0.09 7 0.0 0.07 9 0.0 0.09 0.09 0.099 0.09 0.09 0.09 0.079 7 0.0 0.09 9 0.0 0 0.0 0.0 /.9 ESPESOR.9,.97,9.9,.,.,.0,7.90,9.,.,9.,.,9,.,799.9,9. - TABLA DE PESO DE PLACA (Kg.) LAMINA Y PLACA ROLADA EN CALIENTE Y ROLADA EN FRIO
PTR LAMINA ANTIDERRAPANTE PESO HOJA DE LAMINA Y PLACA ANTIDERRAPANTE (Kg.) FLOOR PLATES WEIGHT (Kg.) Gauge / / / pulg. in. 0.0 0. 0. 0. 0. 0. 0.090 0.07..7...0...9 x x x x x 9.7.0.9.. 70.0 9. 7..7..9 7. 9. 9.9 9.9.7. 9..90.9. 0..9...90 79 7. 9..7.77 0..7.7 0... LAMINA GALVANIZADA PESO HOJA DE LAMINA Y PLACA GALVANIZADA (Kg.) FLOOR PLATES WEIGHT (Kg.) Kg. x METRO LINEAL Gauge 0 pulg. in. 0. 0. 0.07 0.0 0.09 0.07 0.0 0.0 0.09 0.0 0.0 0.0 x x x x 0. 7.. 7...7.9 9.90.7 7..9. 0. 7..7.. 7....9.0 -.77 9..7..97.0.70.0..97..9.7.0.7.9 7.0..9.9-7..9..00 7..7 7...7 7.. 0.... 9..... 9. - ESPESOR PESOS ADAS MILIMETROS COLOR S KGS/MTO KG/PZA(M) x x 0.09 0..... / x / x 0. 0. 0....0.9.9.9 x x 0. 0. 0....0.00.. / x / x 0. 0. 0......7. 0 x 7 x 7 0. 0. 0...0. 7... / x / 9 x 9 0. 0. 0...0..9.. 7 x 7 x 0. 0. 0...0...7. 0 x x 0. 0. 0...0. 7... x x 7 0. 0. 0...0..9.. 7 x x 0. 0. 0. 0.0..0..0 9....
PTR ESPESOR / x / x x x 7 x 7 7 x 7 DIAM. NOMINAL DIAM. ETERIOR ESPESOR PESOS ADAS MILIMETROS COLOR S KGS/MTO KG/PZA(M) 0. 0. 0. 0.0..0.....9.70 9 0. 0. 0. 0.0..0.. 9.... 7 0. 0. 0. 0.0..0....99 7.90. 7 90 0 x x 0...0 x x 7 0. 0. 0. 0.0..0.....9.70 9 x x 0. 0. 0. 0.0..0....99 7.90. 7 90 0 x x 0. 0.0... 0 7 x x 0.0. 9.7 x x 0.0. 97 / S 0.0 0.0 / 9 9.00.00 / CED. No. TUBERÍA ESTRUCTURAL PESO ET. PESO TUBOS (KG) S..77 0..7 0 KG/M.7. CON ETR. LISO ROSCA-COPLE.....7.7 0..7 0 0..9 0.9..7.00.7.09.... 0.. 0 9.9 0.0..00.7.00.7.0.0.. 0.0. 0. 0.9.7..7..7 /.900.900.. 0.. 0 0.0. 0.0..90.7.00. 0 0.7.7 0. 0. 0.. 0 0..0 0. 7..77 7..0.9 /.7.7 7.0 7.0 0..9 0 0.0. x..90..9..00 7 7.00.00.9.9 0.. 0 0.0 x.9 7.9 7. 0.00.00...9 0 0.. x.07.70.77.0.7....... 0..0 0.0.70 0 0.0 9.7....0 0. ----
LONGITUD ESTÁNDAR DE.00 MTS. PESOS TEÓRICOS CON VARIACION DE +-% TABLAS DE PESOS Y CALIBRES: SALVO INDICACIÓN CONTRARIAS No. 9 7 7 N. P. LONG. KILOS MTS. METRO.......9...0..0....7..9....7.9.7..7.0.7 KILOS PIEZA PIEZA ATADO 7.............. 7...0 9. 7..0.... 7 /.9..0.7.7.7.7...9 7. 7 /..9..0 7.0 9..0.. 0. 0. 0. 0..0..0.............. 0. 0. 0. 0. 0......0...0..0..........0.0..... 9.. 7. 9... 7. 7. 0. 0...7....7... 7..0.0 7...0.0.9.. 0 0 0 0 0 0 0 0 * 9 7 9 0 * * * * 9 70 7 0 * c/p* c/p* s/p* c/p* s/p* * * * 0* 0* * 00 00 M-* M-* M-* M- M-00 Ver No. 7 Ver No. 7.0 0....7.00...0...0.0.0.0.0 7 No. M-0 M- M-00 M-00 M-0* M-7* M-7 P-0 P-0 P-0 P-0 P-00 P-00 K-0 K-0* K-00 C-00 C-07 C-0 C- C-0 C-7 C-0 C-0 R-00* R-0 R- R-7 R-0 R- R-9 R-0 R-00 R-00 N. P. * * * * * Bte. Bte. Bte. Bte. * * * * * * * * * * * * * * * * * * * LONG. KILOS KILOS PIEZA MTS. METRO PIEZA ATADO.0.0.0.0.0.0.0.0.0.0.0.0.0.....7..0...7.0..0...9........9...7..9 0. 0. 0....0..9...0.........0.0..0.....7.0 0..0...........0..7.....7.0....7 9...0 7...9.0.. 9.7 7.... 9..0.....7 7.0....9.... 7..7... 7...7........0.0 0.0..0..7.0...0...7. 7............0... 9.. 9...0 7 7 7 7 9 9 TUBO REDONDO INDUSTRIAL DIAMETRO ETERIOR PESO TEORICO CALIBRE KILOS PIEZA. CALIBRE METRO PIEZA ATADOS. /.7 /.9 / /*. 7/.7 /*.. -/*. -/..*. /.9 -/.. x. -/..0*. -7.* 7..900*. 0. -/ 7. -/* 0. -/. -7/ 7.0 7. * * * 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0...0 0. 0......0.7.. 0..0.7......0.......0...0... 7..7...... 7..0.. 7....0.... 0 0 * *.... 7.. 0..0..0...0.0...0.0..........9...7....9..9...9.....7.9...0 7..0 9. 7..0.0 9. 7..0.0........ 9. 7.... 7. 7........0... 7..