Metalic Double-Framed Roof DWG Block for AutoCAD

Metalic Double-Framed Roof DWG Block for AutoCAD

Metalic double-framed roof

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

cut, front view, top view, surface bond plate, cubicacion elevation metal structure, Total weight structure kg, total, laminated profiles, profile, profile angle, total, weight, laminated steel, Total weight kg, Total weight kg, to. rock, assistant:, board, group, ind. scale, flat windows doors, ing. Civil in civil works, luis vasquez g., Descriptive geometry ii, jaime carlos saez, laminate content, subject, teacher, career, students, idmi, note:, sheet, date rev .:, code:, Execution date:, det., esc detail:, detail, front view, top view, isometric, front view, side view, top view, isometric, top view, front view, side view, junction plate surface, pl. of support surface, Union plate surface kg, junction plate surface, junction plates surface, Bond plates surface kg, side view, corrugated iron plate corrugated, cord, tijeral cee, pl. support for, side view, esc detail:, cord, esc detail:, tijeral cee, tijeral cee, esc detail:, cord, corrugated iron plate corrugated, tijeral cee, costanera, contracostanera cee, mounting bolt, tijeral cee, costanera, contracostanera cee, side view, isometric, top view, front view, top view, front view, junction plate surface, corrugated iron plate corrugated, metal truss scale, cubicacion elevation metal structure, Total weight structure kg, total, laminated profiles, cee profile, profile angle, Total weight kg, profile angle, to. rock, assistant:, board, group, ind. scale, plan of metal structure, ing. Civil in civil works, luis vasquez g., Descriptive geometry ii, laminate content, subject, teacher, career, students, idmi, note:, sheet, date rev .:, code:, Execution date:, architectural floor scale, plan of metal structures, xxx, assistant:, laminate content, group, teacher, students, career, subject, ind. scale, to. rock, note:, sheet, Execution date:, date rev .:, code:, xxx

Raw text data extracted from CAD file:

CORTE A-A VISTA FRONTAL VISTA SUPERIOR PLANCHA DE UNION e = 4mm SUPERFICIE = 0.082 m2 70 72,5 72,5 70 70 70 425 5,5 9,5 18 9,5 5,5 12,3 12,8 29,8 16,3 20,7 9,2 16,3 20 20 23,9 9,8 18,1 9,8 6 20 6 6 6 3 3 20 18 20 10 5 5 10 5 CUBICACION ELEVACION ESTRUCTURA METALICA PESO TOTAL ESTRUCTURA kg 6,076 3,5 100/50/4 50/50/4 TOTAL m kg/m PERFILES LAMINADOS PERFIL U PERFIL ANGULO 0,846839 40 5 TOTAL m2 PESO kg/m2 mm ACERO LAMINADO 327,11 153,2 140,04 PESO TOTAL kg 33,87356 PESO TOTAL kg A. MEZA AYUDANTE: TABLERO N° GRUPO N° ESCALA IND. PLANO DE PUERTAS Y VENTANAS ING. CIVIL EN OBRAS CIVILES LUIS VASQUEZ G. GEOMETRIA DESCRIPTIVA II JAIME INOSTROZA- CARLOS SAEZ CONTENIDO LAMINA ASIGNATURA PROFESOR CARRERA ALUMNOS IDMI 224 13/10/05 04 2 / 3 NOTA: LAMINA N° FECHA REV.: CODIGO: FECHA EJEC.: 333 481 211 217 333 257 291 361 357 335 DET. 1 DET. 2 DET. 3 DET. 4 DET. 5 DET. 6 DETALLE 1 ESC: 1:5 DETALLE 2 VISTA FRONTAL VISTA SUPERIOR ISOMETRICA VISTA FRONTAL VISTA LATERAL VISTA SUPERIOR ISOMETRICA ISOMETRICA VISTA SUPERIOR VISTA FRONTAL VISTA LATERAL PLACA DE UNION e = 4mm SUPERFICIE = 0.018 m2 PESO=0.0576Kg 2 PL. DE APOYO 200/200/10 SUPERFICIE = 0.04 m2 PESO=0.128Kg PLANCHA DE UNION e = 4mm SUPERFICIE = 0.0082 m2 PESO=0.02624 Kg PLACA DE UNION e = 4mm SUPERFICIE = 0.16 m2 PESO=0.512Kg 2 PLACAS DE UNION e = 4mm SUPERFICIE = 0.019 m2 2 PLACAS DE UNION e = 4mm SUPERFICIE = 0.015 m2 PESO=.048 Kg 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 VISTA LATERAL VISTA LATERAL PLANCHA Fe GALVANIZADO ONDULADO e=0.5mm CORDON 2L 65/65/5mm TIJERAL 2 CEE 100/50/4mm 2 PL. APOYO 200/200/10mm VISTA LATERAL DETALLE 3 ESC: 1:5 CORDON 2L 65/65/5mm CORDON 2L 40/40/3mm CORDON 2L 40/40/3mm CORDON 2L 40/40/3mm CORDON 2L 65/65/5mm DETALLE 6 ESC: 1:5 TIJERAL 2 CEE 100/50/4mm 2L 50/50/4mm TIJERAL 2 CEE 100/50/4mm 2L 50/50/4mm 2L 50/50/4mm 2L 50/50/4mm DETALLE 4 ESC: 1:5 DETALLE 5 ESC: 1:5 CORDON 2L 65/65/5mm 2L 40/40/3mm 2L 40/40/3mm PLANCHA Fe GALVANIZADO ONDULADO e=0.5mm TIJERAL 2 CEE 100/50/4mm COSTANERA 125/5015/3mm CONTRACOSTANERA CEE 100/50/4/3mm PERNO MONTAJE TIJERAL 2 CEE 100/50/4mm COSTANERA 125/5015/3mm CONTRACOSTANERA CEE 100/50/4/3mm VISTA LATERAL ISOMETRICA ISOMETRICA ISOMETRICA VISTA SUPERIOR VISTA SUPERIOR VISTA FRONTAL VISTA FRONTAL VISTA SUPERIOR VISTA FRONTAL PLACA DE UNION e = 4mm SUPERFICIE = 0.16 m2 PESO=0.512Kg PLACA DE UNION e = 4mm SUPERFICIE = 0.03 m2 PESO=0.096Kg PLACA DE UNION e = 4mm SUPERFICIE = 0.0414 m2 PESO=0.13248Kg PLANCHA Fe GALVANIZADO ONDULADO e=0.5mm 2L 50/50/4mm 4 4 4 4 4 4 4 4 4 4 4 4 4 5 5 70 70 70 72.5 5 5 5 5 5 72,5 70 425 119,5 131 96 96 69 50 130,5 694 182,1 5 5 5 5 5 5 5 3,5 3,5 5 5 5 5 5 5 5 5 5 5 5 4 10 14 14 10 4 5 14 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ELEVACION CERCHA METALICA ESCALA 1:25 CUBICACION ELEVACION ESTRUCTURA METALICA PESO TOTAL ESTRUCTURA kg 8,5 5,5 100/50/4 40/40/3 TOTAL m PERFILES LAMINADOS PERFIL CEE PERFIL ANGULO PESO TOTAL kg PERFIL ANGULO 65/65/5 A. MEZA AYUDANTE: TABLERO N° GRUPO N° ESCALA IND. PLANO DE ESTRUCTURA METALICA ING. CIVIL EN OBRAS CIVILES LUIS VASQUEZ G. GEOMETRIA DESCRIPTIVA II CONTENIDO LAMINA ASIGNATURA PROFESOR CARRERA ALUMNOS IDMI 224 14/11/05 06 1 / 2 NOTA: LAMINA N° FECHA REV.: CODIGO: FECHA EJEC.: 6,9 152.3 162.5 96 410.8 B B 1 3 4 F F 2 G D E D G E C C 4 2 3 1 A A 5 5 5 5 1242 692 5 5 5 5 5 5 692 PLANTA ARQUITECTONICA ESCALA 1:100 PLANO DE ESTRUCTURAS METALICAS XXX XXX xxx xxx AYUDANTE: CONTENIDO LAMINA GRUPO N° PROFESOR ALUMNOS CARRERA ASIGNATURA ESCALA IND. A. MEZA NOTA: LAMINA N° FECHA EJEC.: FECHA REV.: CODIGO: 1 1/11/08 xxx J. INOSTROZA-RAMIREZ-RAMIREZ-SAEZ

Language	Spanish
Drawing Type	Block
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, block, dach, dalle, DWG, escadas, escaliers, lajes, metalic, mezanino, mezzanine, platte, reservoir, roof, slab, stair, telhado, toiture, treppe