Steel Slab DWG Detail for AutoCAD

Steel Slab DWG Detail for AutoCAD

Structural details constructive joint metallic structures-steel column – Ï

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

note: electro-welded wire mesh must go, placed cms. below the surface of the concrete., of welding mm., romsa, losacero romsa f’c, section, caliber, fixing system on, welded from, channels plates, steel column, vitropis of, with welded mesh, armed, concrete counter, armed with, firm concrete, reinforced concrete, Steel plate, grout, reinforced concrete, shoe isolated from, block of, beam, block wall, losacero romsa, sec. lime., base of, City Theatre, structural details, esc., acot., plan number, metallic structure, Notes:, welding point in each, channel at the ends of, lamina losacero., welding points each, cms. in intermediate supports of, sheet., beam, concrete, losacero romsa, section, caliber, welded Mesh, welding, cms., assembly detail, joist standard beam, manufactured base of two, parallel strings of, high, to form, the omega steel profile, round, to integrate the core of the beam

Raw text data extracted from CAD file:

\A1;15.24cms. \A1;60.96cms. \A1;5cms. \A1;3.81cms. \A1;5cms. 5 5 5 5 5 NOTA: MALLA ELECTROSOLDADA POR TEMPERATURA DEBERA IR COLOCADA 2 cms. ABAJO DE LA SUPERFICIE DEL CONCRETO. \A1;PUNTOS DE SOLDADURA DE 0.20 mm. \A1;LOSACERO ROMSA LOSACERO ROMSA f'c 200 Kg/cm. SECCION 3 CALIBRE 24 SISTEMA DE FIJACION SOBRE SOLDADAS DE 0.30x0.30 2 CANALES Y 2 PLACAS COLUMNA DE ACERO VITROPISO DE 0.60x0.60 CON MALLA ELECTROSOLDADA F'c=110 Kg/cm2 ARMADO CONTRATRABE DE CONCRETO ARMADO DE 0.30x0.50 M FIRME DE CONCRETO DE 0.50x0.50x0.80 DADO DE CONCRETO ARMADO PLACA DE ACERO GROUT CONCRETO ARMADO DE ZAPATA AISLADA DE 2.10x2.10x0.22 M BLOCK DE 0.15x0.20x0.40 VIGA "IPR" DE 18"x11" MURO DE BLOCK DE 0.15x0.20x0.40 M. LOSACERO ROMSA SEC. 3 CAL. 24 PRETIL A BASE DE Teatro de la Ciudad Detalles Estructurales ESC. ACOT. Nº de Plano ESTRUCTURA METALICA NOTAS: 1.- PUNTO DE SOLDADURA EN CADA CANAL BAJA EN EXTREMOS DE LAMINA LOSACERO. 2.- PUNTOS DE SOLDADURA A CADA 30 CMS. EN APOYOS INTERMEDIOS DE LAMINA. VIGA "IPR" DE 18"x11" CONCRETO F'c=200 Kg/cm2 LOSACERO ROMSA SECCION 3 CALIBRE 24 MALLA ELECTROSOLDADA 6x6 SOLDADURA 5 CMS. 3 DETALLE DE MONTAJE VIGA JOIST ESTANDAR 33H10 FABRICADA A BASE DE DOS CUERDAS PARALELAS DE "ACERO DE ALTA RESISTENCIA" fy= 3,518 Kg/cm2 PARA FORMAR EL PERFIL OMEGA Y ACERO REDONDO A-36 fy= 2,530 Kg/cm2 PARA INTEGRAR EL ALMA DE LA VIGA

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features
Tags	adobe, autocad, bausystem, column, construction system, constructive, covintec, DETAIL, details, DWG, earth lightened, erde beleuchtet, joint, losacero, metallic, plywood, slab, sperrholz, stahlrahmen, steel, steel framing, structural, système de construction, terre s