Steel Structure – Details DWG Detail for AutoCAD

Steel Structure – Details DWG Detail for AutoCAD

Steel Structure – Details – fixed connection – high-tension bolt

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

more mm., important notes, the screws will be high, equal to the nominal diameter of the screw, they will be standard with a diameter, all holes for screws, the elaboration of the plans of, these plans will serve as a basis for, verified in the field., the architectural plans, levels should be obtained from, resistance type, assembly manufacture., etc…., of the cutting plane., df regulation., they are given in millimeters., the dimensions of the metal structure, ensure that the rope is out, provide the length of the screw for, of metal structures of the, plementaries for construction design, aisc of the technical norms, the requirements of the, free, the surfaces to be joined should be, for ton., the minimum tension of tightening will be, issue, s.c., slack, slack, slack, extended stiffener connection, dimensions in millimeters, dimensions in millimeters, stiffeners, patin column, stiffeners, projection of, column, ref:, stiffener, both sides, stiffener, of the soul, ref:, cvv, ref:, beam, n.s.e.m., ref:, stiffener, kind, both sides, stiffener, kind, ref:, license plate, dimensions in millimeters, stiffener, license plate, ref:, beam, stiffener, ref:, license plate, ref:, cvv, of the soul, stiffener, both sides, license plate, stiffener, kind, both sides, kind, n.s.e.m., ref:, n.i.p.b., stiffener, stiffener, slack, dimensions in millimeters, extended stiffener connection, slack, for screws, holes size standard, see connection, connection cut, dimensions in millimeters, Connection, ref:, projection of, ref:, column, beam, see connection, ref:, cvv, ref:, beam, license plate, kind, kind, stiffeners, for screws, holes size standard, cover plate, projection of, dimensions in millimeters, ref:, see connection, stiffeners, ref:, column, ref:, ref:, see connection, ref:, see connection, stiffeners, ref:, beam, extended, stiffener, stiffeners, slack, num, stiffeners, dimensions in millimeters, both sides, license plate, beam, ref:, n.s.e.m., patin column, projection of, ref:, of controlled tension, for screws, holes size standard, continue until o ‘, stiffener, both sides of the plate, Connection, dimensions in millimeters, stiffeners, see connection, ref:, column, n.s.e.m., for screws, holes size standard, projection of, cover plate, ref:, see connection, stiffener, ref:, stiffeners, see connection, ref:, stiffener, extended, ref:, stiffener, for screws, holes size standard, cover plate, for screws, holes size standard, observe that it disappears, connection stiffener, slack, ref:, beam, ref:, axis, motherboard, ref:, floor slab, ref:, kind, ref:, license plate, stiffener, license plate, ref:, cvv, n.p.t., holes size standard, for screws, ref:, cover plate, ref:, armor, ref:, upper rope, ref:, column, soul of

Raw text data extracted from CAD file:

MAS 1.5 mm. NOTAS IMPORTANTES : 4.- LOS TORNILLOS SERAN DE ALTA IGUAL AL DIAMETRO NOMINAL DEL TORNILLO SERAN ESTANDAR CON UN DIAMETRO 3.- TODOS LOS AGUJEROS PARA TORNILLOS LA ELABORACION DE LOS PLANOS DE 2.- ESTOS PLANOS SERVIRAN COMO BASE PARA PONDIENTES Y VERIFICARSE EN CAMPO. LOS PLANOS ARQUITECTONICOS CORRES- 1.- NIVELES Y COTAS DEBERAN OBTENERSE DE RESISTENCIA TIPO A-325 FABRICACION Y MONTAJE. PINTURA, ETC.... DEL PLANO DE CORTE. REGLAMENTO DEL DF. ESTAN DADAS EN MILIMETROS. 9.- LAS COTAS DE LA ESTRUCTURA METALICA ASEGURAR QUE LA CUERDA QUEDE FUERA 8.- PREVER LA LONGITUD DEL TORNILLO PARA CION DE ESTRUCTURAS METALICAS DEL PLEMENTARIAS PARA DISENO Y CONSTRUCCION AISC Y DE LAS NORMAS TECNICAS COM- 7.- DEBERAN CUMPLIRSE LOS REQUISITOS DEL LIBRES DE ESCORIA, BASURA, GRASA, 6.- LAS SUPERFICIES POR UNIR DEBERAN ESTAR * PARA û = 25 T = 23.1 TON. * PARA û = 19 T = 12.7 TON. 5.- LA TENSION MINIMA DE APRIETE SERA : \A1;50 \A1;50 \A1;150 \A1;150 \A1;150 \A1;150 \A1;150 \A1;6950 \A1;13900 \A1;2800 \A1;50 \A1;50 \A1;150 \A1;150 \A1;150 \A1;150 \A1;150 \A1;6950 ISSUE PROBAJEL, S.C. \A1;1200 \A1;20 HOLGURA \A1;50 \A1;150 \A1;50 \A1;100 \A1;50 \A1;250 \A1;50 \A1;200 \A1;200 \A1;200 \A1;200 \A1;200 \A1;200 \A1;200 \A1;200 \A1;1000 \A1;200 \A1;200 \A1;200 \A1;200 \A1;200 \A1;200 \A1;343 \A1;20 HOLGURA \A1;400 \A1;840 \A1;220 \A1;100 \A1;50 \A1;100 \A1;100 \A1;100 \A1;50 \A1;HOLGURA 20 \A1;457.2 \A1;420 \A1;100 \A1;100 \A1;100 \A1;300 \A1;60 \A1;75 \A1;75 \A1;75 \A1;60 \A1;75 \A1;100 \A1;100 \A1;100 \A1;50 \A1;400 \A1;50 \A1;50 \A1;304.8 \A1;75 \A1;50 \A1;75 \A1;50 \A1;50 \A1;100 \A1;50 \A1;20 HOLGURA \A1;270 \A1;250 \A1;50 \A1;360 \A1;75 \A1;50 \A1;100 \A1;220 \A1;140 \A1;50 \A1;75 1000 CONEXION CX-9 ( ATIESADOR EXTENDIDO ) DIMENSIONES EN MILIMETROS C O N E X I O N CX-11 DIMENSIONES EN MILIMETROS 343 ATIESADORES PATIN COLUMNA C-1 ATIESADORES t = 19 PROYECCION DE 2800 13900 6950 6950 150 150 150 150 150 150 150 150 150 150 COLUMNA C-1 REF: 1,3/ES-403 t = 12.7, b = 200 C O N E X I O N CX-10 ATIESADOR 50 AMBOS LADOS ATIESADOR t = 6.4 DEL ALMA 50 REF: ES-402 CVV REF: ES-402 VIGA V-2 N.S.E.M. + 106.20 REF: 2/ES-406 t = 12.7, b = 150 ATIESADOR TIPO AMBOS LADOS ATIESADOR t = 9.53 TIPO 6 REF: 3A/ES-406 PLACA PL-1 3 DIMENSIONES EN MILIMETROS t = 12.7, b = 200 ATIESADOR 6 t = 22.2 PLACA REF: ES-402 VIGA V-2 ATIESADOR t = 9.53 50 50 REF: 3A/ES-406 PLACA PL-1 REF: ES-402 CVV 6 DEL ALMA ATIESADOR t = 6.4 AMBOS LADOS t = 22.2 PLACA ATIESADOR t = 12.7, b = 150 TIPO AMBOS LADOS 6 TIPO 4 N.S.E.M. + 106.20 REF: 2/ES-406 REF: ES-402 N.I.P.B. + 99.85 6 ATIESADOR t = 9.53 ATIESADOR t = 12.7 20 HOLGURA 400 DIMENSIONES EN MILIMETROS 840 P L A C A P L - 1 CONEXION CX-8 ( ATIESADOR EXTENDIDO ) 220 100 20 HOLGURA 150 50 PARA 4 TORNILLOS û = 25.4 A-325 4 AGUJEROS TAMANO ESTANDAR 50 VER CONEXION CX-1 CONEXION CX-9 ( CORTE ) DIMENSIONES EN MILIMETROS 5 2 2B CONEXION CX-9 REF: 2/ES-406 REF: ES-401 REF: 1/ES-406 PROYECCION DE REF: ES-403 COLUMNA C-1 VIGA V-1 VER CONEXION CX-8 6 50 100 50 3A REF: ES-403 CVV REF: ES-402 250 VIGA V-2 840x300x31.8 PLACA TIPO 8 8 8 8 TIPO ATIESADORES ATIESADORES t = 15.9 PARA 16 TORNILLOS û = 25.4 A-325 16 AGUJEROS TAMANO ESTANDAR CUBREPLACA 420x360x6.35 PROYECCION DE 50 100 100 100 50 t = 6.35 C O N E X I O N CX-8 DIMENSIONES EN MILIMETROS REF: 1/ES-405 VER CONEXION CX-1 ATIESADORES t = 15.9 1 REF: ES-401 COLUMNA C-1 REF: 2/ES-405 t = 19 mm 6 REF: 1,4/ES-403 3 5 VER CONEXION CX-2 2 REF: 1A/ES-406 VER CONEXION CX-1 ATIESADORES t=15.9 REF: ES-401 VIGA V-1 EXTENDIDO ATIESADOR REF; 1/ES-405 ATIESADORES HOLGURA 20 5 NUM . 1200 ATIESADORES 1A DIMENSIONES EN MILIMETROS ( AMBOS LADOS ) t = 6.35 PLACA t = 12.7 4 VIGA V-1 REF: ES-401 457.2 N.S.E.M. + 106.20 4 PATIN COLUMNA C-1 PROYECCION DE 420 REF: 4 Y 5/ES-406 100 100 100 300 DE TENSION CONTROLADA PARA 10 TORNILLOS û = 25.4 A-325 10 AGUJEROS TAMANO ESTANDAR 60 75 75 75 60 75 6 ( CONTINUAR HASTA V-2, C-1 o' PB-1A ) ATIESADOR t = 12.7, b 200 AMBOS LADOS DE LA PLACA CONEXION CX-9 3 6 5 2 C O N E X I O N CX-9 DIMENSIONES EN MILIMETROS ATIESADORES t = 15.9 VER CONEXION CX-1 REF: 1/ES-405 REF: ES-403 2 COLUMNA C-1 N.S.E.M. + 106.20 PARA 8 TORNILLOS û = 25.4 A-325 100 100 100 50 8 AGUJEROS TAMANO ESTANDAR 400 420x360x6.35 5 50 PROYECCION DE CUBREPLACA 50 t = 19 REF: 1/ES-406 VER CONEXION CX-8 ATIESADOR REF: 1/ES-405 ATIESADORES t = 15.9 VER CONEXION CX-2 REF: 2A/ES-406 ATIESADOR EXTENDIDO REF: 2/ES-405 REF: 1,3/ES-403 t = 12.7 ATIESADOR 2A PARA 6 TORNILLOS û = 25.4 A-325 6 AGUJEROS TAMANO ESTANDAR CUBREPLACA 360x270x6.35 304.8 PARA 4 TORNILLOS û = 25.4 A-325 4 AGUJEROS TAMANO ESTANDAR OBSERVAR QUE DESAPARECE ATIESADOR DE CONEXION X-1 75 50 75 50 2 50 100 50 20 HOLGURA 6 3 5 REF: ES-403 VIGA V-2 REF: ES-406 t = 19 2B 5 EJE PLACA BASE PB-1A REF: 3/ES-105 REF: 1,3/ES-403 LOSA DE PISO REF: ES-201 TIPO REF: 3A/ES-406 PLACA PL-1 t = 12.7, b = 150 ATIESADOR 6 t = 22.2 PLACA 6 REF: ES-402 CVV N.P.T. + 100.00 3 6 270 250 50 6 AGUJEROS TAMANO ESTANDAR PARA 6 TORNILLOS û = 25.4 A-325 360 6 REF: 2/ES-406 CUBREPLACA 360x270x6.35 75 50 100 220 140 50 75 5 REF: 1/ES-405 ARMADURA AR-1 REF: ES-404 CUERDA SUPERIOR D A REF: 2A/ES-406 200 200 200 200 200 200 200 200 COLUMNA C-1 ALMA DE 200 200 200 200 200 200

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Steel, Other
Measurement Units
Footprint Area
Building Features
Tags	autocad, bolt, connection, DETAIL, details, DWG, fixed, stahlrahmen, stahlträger, steel, steel beam, steel frame, structure, structure en acier