Steel Structures Several Details DWG Detail for AutoCAD

steel structure – Details

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

Detail of beam girder connection, concrete, Romsa sec cal, Fixing of steel over metal structure, concrete, Stiffener, Fixing of steel over metal structure, Connection detail sketch, Stiffener, The seal, Romsa, The seal, Notes: welding spot on each channel low on blade ends soldering points each cm on intermediate blade supports, The seal, Romsa, Welding, Welded steel mesh, Use stud bolts with a length of mm mm, Bolt with head cutter connector every cm, Welded steel mesh, Support beam, Permissible overload, Welded steel mesh, column, beam, Cartabon, license plate, Stiffener, Position stiffeners on the side of the column with a thickness of mm, column, Place two stiffeners on the side of the beam in the connection, Cartabon, license plate, steel girders, Secondary school, Connection detail sketch, Stiffener, Stiffener, Head latch, Collaboration: arq. Antonio damian

Raw text data extracted from CAD file:

\A1;.97 \A1;.97 \A1;16.6 \A1;.61 \A1;14.6 \A1;.97 \A1;.97 \A1;30.5 \A1;.58 \A1;16.5 \A1;.66 \A1;.11 \A1;.11 \A1;25.4 \A1;35.6 \A1;30.5 \A1;.94 \A1;25.0 \A1;.16 \A1;.16 \A1;35.6 \A1;20.3 \A1;.13 \A1;.13 \A1;31.8 \A1;.76 \A1;16.7 \A1;.13 \A1;.13 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;10 \A1;10 \A1;10 \A1;10 \A1;0.10 \A1;10 \A1;10 \A1;10 \A1;1.51 \A1;150 \A1;200 \A1;12.7 \A1;1.51 \A1;200 \A1;12.7 5 DETALLE DE CONEXION VIGA A COLUMNA (CROQUIS 3 ) CONCRETO F’C=250 kg/cm CONCRETO F’C=250 kg/cm ROMSA SEC QL-99-M62 CAL 22 FIJACION DE LOSACERO SOBRE ESTRUCTURA METALICA CONCRETO F’C=250 kg/cm ATIESADOR e=9.5mm 10 10 FIJACION DE LOSACERO SOBRE ESTRUCTURA METALICA DETALLE DE CONEXION CROQUIS 1 10 10 10 ATIESADOR 10 LOSACERO ROMSA LOSACERO NOTAS: 1- PUNTO DE SOLDADURA EN CADA CANAL BAJA EN EXTREMOS DE LAMINA LOSACERO 2- PUNTOS DE SOLDADURA A CADA 30 cm EN APOYOS INTERMEDIOS DE LAMINA 10 5 LOSACERO ROMSA \A1;PUNTOS DE SOLDADURA malla soldada de acero 66-1010 \A1;2 \A1;6 6.2 UTILIZAR PERNOS CON CABEZA CON LONGITUD DE 90 mm Y DIAMETRO DE 22 mm PERNO CON LA CABEZA CONECTOR DE CORTANTE A CADA 30 cm malla soldada de acero 66-1010 VIGA DE APOYO SOBRECARGA PERMISIBLE 754 kg-cm \A1;2 \A1;6 6.2 5 malla soldada de acero 66-1010 6.2 \A1;6 \A1;2 COLUMNA VIGA CARTABON 12.7 200 PLACA ATIESADOR 150 COLOCAR 2 ATIESADORES POR LADO DE LA COLUMNA CON ESPESOR DE 9.5 mm COLUMNA COLOCAR DOS ATIESADORES POR LADO DE LA VIGA EN LA CONEXION (ESPESOR 9.5 mm) CARTABON PLACA 12.7 200 5 (PESO =32.9 Kg-MT) 5 T-4 .58 (PESO =38.7Kg-MT) .97 .97 5 .97 .97 .61 T-A VIGAS DE ACERO 5 5 5 5 .11 .11 .66 T-B (PESO =44.5 Kg-MT) .16 .16 .94 T-1 (PESO =79 Kg-MT) 5 5 5 .13 .13 5 T-2 (PESO =63.8 Kg-MT) .13 .13 .76 5 T-3 (PESO =52.2 Kg-MT) TRABE SECUNDARIA DETALLE DE CONEXION CROQUIS 2 ATIESADOR e=9.5mm 5 5 5 5 ATIESADOR e=9.5mm TRABE PRINCIPAL 5 COLABORACION: ARQ. ANTONIO DAMIAN