Metal Cover With Double Slope DWG Detail for AutoCAD

Metal Cover With Double Slope DWG Detail for AutoCAD

metal cover with double slope – Plana – Cut – Perspective – constructive details

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

beam, close, beam, close, beam, close, beam, close, beam, close, beam, close, beam, close, scale, metallic double decking plant, mm straps, zinc gutter, Counterbalance corrugated rod of mm, steel plates thick mm, deck area:, cut, cuts, stiffening angles, detail of unions, strap, backrest angles, the joints will be welded electrode base, technical specifications, the quality of the steel will be of the type, limit of structural steel flow and fy, effort for weld for profiles, electrode for welds of profiles: cellulosic electrode, the metal structure will be coated with anti-corrosive paint., Reinforcement reinforcement steel will have a fy, Trinkets will have stiffeners every cm of, In the event of a connection of the straps they will be welded, the reinforcement will be reinforced with rod rods of mm, detail of support plate, column, mm rod in hook anchored slab, mm rod in hook anchored slab, column, plate of, number of weight profiles, dimension, Weight per profile of in kg, weight accumulated in kg, is considered in the totals by waste., rods of mm., total, rods of mm., coating: fiberglass tile iron, mm straps, upper cord mm, close, scale, lower bead mm, beam in jealousy, scale, beam in jealousy, scale, beam in jealousy, scale, column in jealousy, scale, upper cord mm, lower bead mm, beam, mm straps, beam, upper cord mm, mm straps, lower bead mm, beam, lower bead mm, beam, beam, upper cord mm, upper cord mm, lower bead mm, beam, lower bead mm, upper cord mm, beam in jealousy, left cord mm, right cord mm, scale, axonometry of metal structure for a museum, supporting plates of thickness mm, support plates of thickness mm

Raw text data extracted from CAD file:

20,4m 6m 5,1m 5,1m 5,1m 5,1m 30% 30% 30% 30% 0,5m 0,7m 0,4m 0,2m 0,125m 0,125m 0,125m 0,14m 0,14m 0,14m 0,5m 0,8m 0,125m 0,125m 0,125m 0,15m 0,15m 0,15m 0,15m 1,1m 1,1m 1,1m 1,1m 5,1m 0,7m 0,7m 1,1m 1,1m 1,1m 1,1m 1,1m 1,1m 1,1m 1,1m 1,1m 0,7m 5,1m 5,1m 5,1m 20,4m 1,5m 0,5m 0,85m 1,5m 0,5m 0,85m 1,5m 1,1m 1,1m 1,1m 0,7m 0,85m 0,5m 0,2m 0,8m 1m 1m 1m 1,1m 1,1m 1m 1m 1m 1m 1m 1m 1m 1m 1,1m 1,1m 1m 1m 1m 0,8m 0,2m 0,5m 0,5m 5 5 0,2m 0,8m 1m 1m 1m 1,1m 2,1m 1,1m 1m 1m 1m 0,8m 0,2m 2m 2m 2m 2,1m 0,5m 0,5m 0,5m 5 5 1m 5,1m 10,2m 5,1m 1m 5,1m 5,1m 5,1m 5,1m 1,05m 1,05m 1m 1m 2m 0,85m 1m 1m 1m 1m 1m 1m 0,5m 0,5m 1m 6m 0,5m 0,4m 0,4m 0,4m 0,4m 0,4m 0,4m 0,4m 0,35m 0,5m 5 5 5 5 5 5 5 5 2,75m 0,5m 3,25m 5,1m 10,2m 5,1m 6m VIGA V-3 VIGA V-3 VIGA V-2 CERCHA C-1 VIGA V-2 CERCHA C-1 VIGA V-2 CERCHA C-1 VIGA V-1 CERCHA C-1 VIGA V-1 CERCHA C-1 VIGA V-1 CERCHA C-1 VIGA V-1 CERCHA C-1 ESCALA 1:50 PLANTA DE CUBIERTA METALICA (CUBIERTA CON DOBLE PENDIENTE) 5 5 5 5 5 5 1 2 3 4 5 A B CORREAS "G" 150x50x15x3 mm C/1.15 m CORREAS "G" 150x50x15x3 mm C/1.15 m CORREAS "G" 150x50x15x3 mm C/1.15 m CORREAS "G" 150x50x15x3 mm C/1.15 m CANALON DE ZINC CANALON DE ZINC CONTRAVENTEO VARILLA CORRUGADA DE 10 mm PLACAS DE ACERO DE 0.70 x 0.50 Y 8 mm DE ESPESOR PLACAS DE ACERO DE 0.70 x 0.50 Y 8 mm DE ESPESOR PLACAS DE ACERO DE 0.80 x 0.50 Y 8 mm DE ESPESOR AREA DE CUBIERTA: 122.40 m2 CORTE A-A CORTES "C" 200x50x3 "C" 200x50x3 2 "L" 30x30x4 ANGULOS RIGIDIZANTES "L" 30x30x4 2 "L" 30x30x4 DETALLE DE UNIONES "C" 200x50x3 CORREA "G" 150x50x15x3 ANGULOS DE RESPALDO "L" 30x30x4 2 "L" 30x30x4 2 "L" 30x30x4 LAS UNIONES SERAN SOLDADAS A BASE DE ELECTRODOS E6011 ESPECIFICACIONES TECNICAS 1.- La calidad del acero sera del tipo A/36 (al carbono). 2.- Limite de fluencia del acero estructural fy = 2400 Kg/cm². 3.- Esfuerzo para suelda para perfiles f = 4220 Kg/cm² (60 Kips/pulg2) 4.- Electrodo para suelda de perfiles: electrodo celulósico E6011(11AC9) 6.- La estructura metálica se recubrira con pintura anticorrosiva. 5.- El acero de refuerzo del arriostramiento tendrá un fy = 4200 Kg/cm². 7.- Las celosias tendran rigidizantes cada 10 cm de "L" 30x30x3. 8.- En caso de empalme de correas o perfiles, se soldaran a tope y se reforzaran la misma con chicotes de varillas de 10 mm (L = 0.60 m). DETALLE DE PLACA DE APOYO 5 5 COLUMNA 5 5 5 5 5 5 5 5 VARILLA DE 12 mm EN GANCHO ANCLADO A LOSA 5 5 VARILLA DE 12 mm EN GANCHO ANCLADO A LOSA COLUMNA 5 5 5 5 5 5 5 PLACA DE e= 8mm PLACA DE e= 8mm NUMERO DE PERFILES Y PESO DIMENSION # PESO POR PERFIL DE 6.00 m EN Kg PESO ACUMULADO EN Kg "C" 200x50x3 33 9 10 40.98 54.06 26.88 1352.34 486.54 268.80 "L" 30x30x3 SE CONSIDERA EN LOS TOTALES EL 5 % POR DESPERDICIO. 5 VARILLAS DE 10 mm. "G" 150x50x15x3 25 33 7.80 10.08 195.00 332.64 TOTAL 3665.16 "C" 200x50x4 "C" 100x50x3 "L" 30x30x4 28 36.78 1029.84 2 VARILLAS DE 12 mm. RECUBRIMIENTO: PLANCHA DE FIBROCEMENTO Y TEJA CORREAS "G" 150x50x15x3 mm c/1.15 m CORDON SUPERIOR (PAR) "C" 200x50x3 mm 2 "L" 30x30x4 mm CERCHA C-1 ESCALA 1:50 CORDON INFERIOR (TIRANTE) "C" 200x50x3 mm 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 VIGA EN CELOSIA V-1 ESCALA 1:50 VIGA EN CELOSIA V-2 ESCALA 1:50 VIGA EN CELOSIA V-3 ESCALA 1:50 COLUMNA EN CELOSIA ESCALA 1:50 5 5 5 5 5 5 5 5 5 5 5 5 CORDON SUPERIOR (PAR) "C" 200x50x3 mm CORDON INFERIOR (PAR) "C" 200x50x3 mm VIGA V-2 1 "C" 100x50x3 mm CORREAS "G" 150x50x15x3 mm c/1.15 m VIGA V-2 VIGA V-2 CORDON SUPERIOR (PAR) "C" 200x50x3 mm CORREAS "G" 150x50x15x3 mm c/1.15 m CORDON INFERIOR (PAR) "C" 200x50x3 mm VIGA V-2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CORDON INFERIOR (PAR) "C" 200x50x3 mm VIGA V-3 VIGA V-3 2 "L" 30x30x3 mm 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 VIGA V-3 5 5 5 5 CORDON SUPERIOR (PAR) "C" 200x50x3 mm 5 5 5 5 5 CORDON SUPERIOR (PAR) "C" 200x50x3 mm 5 5 5 5 5 5 CORDON INFERIOR (PAR) "C" 200x50x3 mm VIGA V-3 2 "L" 30x30x3 mm 1 "C" 100x50x3 mm 5 5 5 5 5 5 5 5 5 5 CORDON INFERIOR (PAR) "C" 200x50x3 mm CORDON SUPERIOR (PAR) "C" 200x50x3 mm 5 2 "L" 30x30x4 mm 5 VIGA EN CELOSIA CORDON IZQUIERDO "C" 200x50x4 mm CORDON DERECHO "C" 200x50x4 mm 5 5 2 "L" 30x30x3 mm 1 "C" 100x50x3 mm 5 A A ESCALA 1:75 AXONOMETRIA DE ESTRUCTURA METALICA PARA MUSEO 5 5 5 5 PLACAS DE APOYO DE 0.80 x 0.50 m Y 8 mm DE ESPESOR PLACS DE APOYO DE 0.70 x 0.50 m Y 8 mm DE ESPESOR

Language	N/A
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Glass, Steel
Measurement Units
Footprint Area
Building Features	Deck / Patio
Tags	adobe, autocad, bausystem, construction system, constructive, constructive details, cover, covintec, Cut, DETAIL, details, double, DWG, earth lightened, erde beleuchtet, losacero, metal, metal cover, perspective, plywood, slope, sperrholz, stahlrahmen, steel framing, steel structure, système de construction, terre s