Local Ramp DWG Block for AutoCAD

Ramp in laminate and steel angle to 36

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

high density neoprene thickness, lateral structure profile shafts ay, high density neoprene thickness, high density neoprene thickness, lateral structure profile shafts ay, high density neoprene thickness, variable, typical axes:, typical axes:, detail, Welding type, typical axis, high density thickness, high density neoprene thickness, lateral axle structure profile, high density neoprene thickness, top view, Bottom view, scale, date, archive, Indicated, plane of, flat, review, revised:, Ing. felipe vera, firm, felipe vera, mat. Cau, firm, vo bo intervenient, do not., design, drawing, date, General notes, content, structural engineer, felipe vera, calle bogota colombia, design, project’s name, entity, dimensions given in meters materials: aluminum welds typical thickness of welding, profile structural details ramp volvo, tania diaz, October, ramp volvo, ramp, Tel., punctual design loads on any ramp point, design parameters location: valley norms: nsr

Raw text data extracted from CAD file:

0.100 0.100 0.400 0.079 0.400 0.100 0.100 0.533 0.179 0.179 0.400 0.0317 0.254 0.253 0.256 0.254 0.254 0.254 0.254 0.254 0.200 2.032 2.002 0.082 0.377 0.079 -209.4866343928122 -209.4866343928122 -209.4866343928122 -209.4866343928122 -209.4866343928122 -209.4866343928122 -209.4866343928122 -209.4866343928122 -209.4866343928122 -209.4866343928122 -209.4866343928122 PL 8.5mm PL 8.5mm PL 8.5mm PL 8.5mm PL 8.5mm PL 8.5mm L54X10.5 PL 8.5mm PL 8.5mm L54X10.5 PL 8.5mm L54X10.5 PL 8.5mm L54X10.5 L54X10.5 ALN-215 NEOPRENO ALTA DENSIDAD ESPESOR MÌINIMO:3/4″ -209.4866343928122 -209.4866343928122 -209.4866343928122 PERFIL ESTRUCTURA LATERAL EJES AY B \H0.6667x;\lESC_1:10 NEOPRENO ALTA DENSIDAD ESPESOR MÌINIMO:3/4″ 1 2 3 4 5 6 7 8 9 \W0.8;10 \W0.8;11 DET.1 0.251 0.251 0.251 0.251 0.251 0.251 0.251 0.254 0.253 0.256 0.254 0.254 0.254 0.254 0.254 0.200 2.032 2.002 0.082 0.377 0.079 -209.4866343928122 -209.4866343928122 -209.4866343928122 -209.4866343928122 -209.4866343928122 -209.4866343928122 -209.4866343928122 -209.4866343928122 -209.4866343928122 -209.4866343928122 -209.4866343928122 PL 8.5mm PL 8.5mm PL 8.5mm PL 8.5mm PL 8.5mm PL 8.5mm L54X10.5 PL 8.5mm PL 8.5mm L54X10.5 PL 8.5mm L54X10.5 PL 8.5mm L54X10.5 L54X10.5 ALN-215 NEOPRENO ALTA DENSIDAD ESPESOR MÌINIMO:3/4″ -209.4866343928122 -209.4866343928122 -209.4866343928122 PERFIL ESTRUCTURA LATERAL EJES AY B \H0.6667x;\lESC_1:10 NEOPRENO ALTA DENSIDAD ESPESOR MÌINIMO:3/4″ 1 2 3 4 5 6 7 8 9 \W0.8;10 \W0.8;11 DET.1 0.094 0.187 0.200 2.098 0.396 0.104 0.025 0.013 0.038 0.200 0.012 0.245 0.244 0.244 0.244 0.244 0.244 0.244 0.092 0.186 0.400 0.245 0.244 0.244 0.244 0.244 0.244 0.244 0.092 0.186 0.400 0.200 0.012 0.100 0.100 0.100 0.284 0.810 5 5 PL1/2″ L54X10.5 PL1/2″ L54X10.5 5 VARIABLE \W0.85;\LPERFI TIPICO EJES: 3, 4, 5, 6, 7, 8. L54X10.5 PL1/2″ L54X10.5 5 5 PL1/2″ L54X10.5 \W0.85;\LPERFI TIPICO EJES: 1, 9, 10, 11. A A PL1/2″ L54X10.5 \W0.85;\LCORTE A-A L54X10.5 \W0.9;PL3/8″@13CM PL1/2″ DETALLE 1 SOLDADURA TIPO 5356 \A1;\S3/16;” 5 5 PL1/2″ L54X10.5 PL1/2″ L54X10.5 5 5 5 5 \W0.85;\LPERFI TIPICO EJE 2 PL1/2″ PL1/2″ \W0.9;NEOPRENO ALTA DENSIDAD ESPESOR MÌINIMO:3/4″ \W0.9;NEOPRENO ALTA DENSIDAD ESPESOR MÌINIMO:3/4″ 0.0317 2 3 4 5 6 7 8 9 5 5 5 5 5 5 5 1′ 1 5 5 \W0.8;11 \W0.8;10 DET.1 5 5 PL1/2″ 5 5 PL1/2″ PL1/2″ PL1/2″ NEOPRENO ALTA DENSIDAD ESPESOR 1″ 5 5 5 L54X10.5 L54X10.5 L54X10.5 L54X10.5 L54X10.5 L54X10.5 L54X10.5 ALN-215 PERFIL ESTRUCTURA LATERAL EJES A Y B \H0.6667x;\lESC_1:10 NEOPRENO ALTA DENSIDAD ESPESOR 1″ PL1/2″ PL1/2″ PL1/2″ PL1/2″ PL1/2″ PL1/2″ PL1/2″ PL1/2″ L54X10.5 L54X10.5 L54X10.5 PL1/2″ PL1/2″ PL1/2″ PL1/2″ PL1/2″ PL1/2″ PL1/2″ PL1/2″ PL1/2″ PL1/2″ PL1/2″ PL1/2″ L54X10.5 \W0.85;L54X10.5 \W0.85;L54X10.5 \W0.85;L54X10.5 \W0.85;L54X10.5 \W0.85;L54X10.5 \W0.85;L54X10.5 \W0.9;PL1/2″ \W0.9;PL1/2″ \W0.9;PL1/2″ \W0.9;PL1/2″ \W0.9;PL1/2″ \W0.9;PL1/2″ PL1/2″ PL1/2″ PL1/2″ PL1/2″ PL1/2″ PL1/2″ PL1/2″ \W0.9;PL1/2″ L54X10.5 L54X10.5 L54X10.5 L54X10.5 L54X10.5 L54X10.5 L54X10.5 L54X10.5 L54X10.5 L54X10.5 ALN-215 PL1/2″ PL1/2″ PL1/2″ PL1/2″ PL1/2″ PL1/2″ PL1/2″ PL1/2″ PL1/2″ PL1/2″ PL1/2″ PL1/2″ PL1/2″ PL1/2″ PL1/2″ PL1/2″ 2 1′ 3 4 5 6 7 8 1 9 11 10 5 5 5 5 5 5 5 5 5 5 5 VISTA SUPERIOR \H0.6667x;\lESC_1:10 5 PL1/2″ PL1/2″ PL1/2″ PL1/2″ PL1/2″ PL1/2″ \W0.9;PL1/2″ \W0.9;PL1/2″ \W0.9;PL1/2″ \W0.9;PL1/2″ \W0.9;PL1/2″ \W0.9;PL1/2″ PL1/2″ PL1/2″ PL1/2″ PL1/2″ PL1/2″ PL1/2″ PL1/2″ L54X10.5 ALN-215 PL1/2″ PL1/2″ PL1/2″ PL1/2″ PL1/2″ PL1/2″ PL1/2″ PL1/2″ PL1/2″ 2 1′ 3 4 5 6 7 8 1 9 11 10 5 5 5 5 5 5 5 5 5 5 5 5 L54X10.5 VISTA INFERIOR \H0.6667x;\lESC_1:10 L54X10.5 0.100 5 5 PL1/2″X100 PL1/2″X100 PL1/2″X100 PL1/2″X100 5 PL1/2″X100 PL1/2″X100 PL1/2″ PL1/2″ \W0.9;PL3/8″ @13CM 5 Escala Fecha Archivo Acad2007 INDICADA 01 PLANO 1 DE 1 Plano Revision Revisó: ING. FELIPE VERA FIRMA FELIPE VERA MAT. 19202-084481 CAU Firma Vo Bo INTERVENTORIA No. Diseñó Dibujó Fecha e-mail fevera@etb.net.co Notas Generales Contenido INGENIERO ESTRUCTURAL FELIPE VERA Calle 53 #26-29 of.402 – Bogotá – Colombia Diseñó Nombre del Proyecto ENTIDAD \LNOTAS GENERALES\l 1.- DIMENSIONES DADAS EN METROS (SALVO INDICADO) 2.- MATERIALES: \Fromans|c0; ALUMINIO 6061-T6 Y 6063-T5 SOLDADURAS 4643 Ó 5356 ESPESOR TIPICO DE SOLDADURA 5mm PLANTAS, PERFIL Y DETALLES ESTRUCTURALES RAMPA VOLVO TANIA DIAZ OCTUBRE 2009 030 CALI-VALLE RAMPA VOLVO RAMPA 4.dwg Tel. 2490062 4.- CARGAS DE DISEÑO 800KG PUNTUAL SOBRE CUALQUIER PUNTO DE RAMPA 3.- PARAMETROS DE DISEÑO LOCALIZACION: CALI, VALLE NORMAS: NSR – 98