Plans Of Steel Beams DWG Plan for AutoCAD

Plans Of Steel Beams DWG Plan for AutoCAD

Plans steel girders – Details

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

dimensions in cm., dimensions in cm., section of forged trimmed inferiorly, section of slab not trimmed inferiorly, forged, spherical knot tube, tube knot plate, tube knot helmet, elevations, support for, lower knots, superior knots, raised, plant seen from above, they do not presuppose type, sections, support cantilever tube knot, anchoring plate centered on the .g, section, plant, dimensions in cm, raised, splicing of equal beam beams, raised, section, plant, plant, section, raised, spherical, platen, raised, section, steel pipe, knot tube, helmet, plant, they do not presuppose type, knot tube, triangular spherical, square helmet, square spherical, sections, square plate, triangular plate, sections, triangular helmet, plants, they do not presuppose type, spherical knot tube, tube knot plate, tube knot helmet, elevations, support for, lower knots, superior knots, raised, plant seen from above, they do not presuppose type, sections, support cantilever tube knot, dimensions in cm., dimensions in cm., section of forged trimmed inferiorly, section of slab not trimmed inferiorly, forged, plant, raised, beam, joist, beam, joist, simple support on beam of, joist, beam, continuous support on beam of, joist, beam, raised, plant, section, joist, beam, raised, beam, joist, Simple embrochalado in beam of, raised, joist, beam, beam, joist, section, continuous embrochalado in beam of, concrete, joist, dimensions in mm., section, concrete, joist, raised, support on concrete, dimensions in mm., section, raised, support on factory of, joist, section, raised, joist, chained from joists on edge of, ipe series, ipn series, upn series, heb series, support, raised, plant, dimensions in cm, support, raised, plant, dimensions in cm, raised, cap, case closed, open case, plant, support, raised, plant, dimensions in mm, raised, cap, dimensions in mm, ipe series, ipn series, plant, support, raised, plant, anchoring plate centered on the .g, section, plant, dimensions in cm, plant, anchor plate in .e .g, section, dimensions in cm, heb profile, ipn profile, ipe profile, profile, dimensions in mm., preparation in unilateral, preparation in bilateral, preparation in, preparation in, without preparation, with back plate, Butt welding cord, in angle, in angle, in lap, in corner, welding cord in angle, section, laminated profile beam, raised, splicing of equal beam beams, raised, splicing of beams of different chant, raised, support in steel beam, vertical section, embrochalado in beam of steel, raised, plant, Beam continuous beam in steel beam, raised, section, concrete support manufactures, raised, section, support in steel support, raised, Continuous beam support on steel support, plant, plant, recessed in steel support, reinforcement in reinforced concrete, Two-stage stringer with intermediate plateau, two-section stringer without intermediate plateau, nor of floor, Single section stringer without intermediate plateau, nor of floor, support in steel beam, embrochalado in beam of steel, dimensions in mm, support in steel support, support in concrete factory

Raw text data extracted from CAD file:

S B H B 30 >20 30 >20 \A1;B \A1;30 \A1;>20 \A1;B \A1;S \A1;S \A1;H \A1;>20 \A1;H \A1;30 B 30 >20 B S S H >20 H 30 cotas en cm. EFH-7 EFH-5 EAV-1 EHU-4 EHU-4 EAV-1 EFH-5 EFH-7 cotas en cm. Seccion de forjado guarnecido inferiormente Seccion de forjado no guarnecido inferiormente Forjado de acero-H.S EAF-1 L H L Lr Lr Lr \A1;Lr \A1;L \A1;L \A1;Lr \A1;L \A1;Lr \A1;Lr \A1;L \A1;H \A1;L TUBO Y NUDO ESFERICO Lr L L Lr TUBO Y NUDO PLETINA L Lr Lr L H TUBO Y NUDO CASCO Alzados APOYO NUDOS INFERIORES NUDOS SUPERIORES Alzado Planta vista desde arriba No presuponen tipo Secciones L MALLA-A-B TIPO-L APOYO VOLADIZO TUBO NUDO EAE-3 A B EA >800 \A1;>800 \A1;EA \A1;B \A1;A >800 EA B A EFH-5 EAS-2 EAV-4 A A Placa de anclaje centrada en la cimentacion-A.B.E .G EAS-7 Seccion Planta cotas en cm 60 1/4a1/8L L H 60 \A1;1/4a1/8L \A1;L \A1;H Alzado 60 EAV-6 EMPALME DE VIGAS DE IGUAL CANTO -H EAV-3 1/4a1/8L L H E D D E Lr Lr Lr E D D D \A1;D \A1;Lr \A1;Lr \A1;D \A1;Lr \A1;D \A1;E \A1;D \A1;D \A1;E \A1;E Alzado Seccion Planta D Lr Lr D Planta Seccion Alzado ESFERICO PLETINA Alzado Seccion Lr D E EAE-1 TUBO DE ACERO -Lr-D-E TUBO NUDO CASCO D D Planta No presuponen tipo E E TUBO NUDO TUBO NUDO C-C A C C E E-E F-F F D D B D-D ESFERICO TRIANGULAR EAE-2 NUDO-CLASE CASCO CUADRADO ESFERICO CUADRADO Secciones A-A A E PLETINA CUADRADO PLETINA TRIANGULAR F B Secciones B-B CASCO TRIANGULAR Plantas Plantas No presuponen tipo L H L Lr Lr Lr \A1;Lr \A1;L \A1;L \A1;Lr \A1;L \A1;Lr \A1;Lr \A1;L \A1;H \A1;L TUBO Y NUDO ESFERICO Lr L L Lr TUBO Y NUDO PLETINA L Lr Lr L H TUBO Y NUDO CASCO Alzados APOYO NUDOS INFERIORES NUDOS SUPERIORES Alzado Planta vista desde arriba No presuponen tipo Secciones L MALLA-A-B TIPO-L APOYO VOLADIZO TUBO NUDO EAE-3 S B H B 30 >20 30 >20 \A1;B \A1;30 \A1;>20 \A1;B \A1;S \A1;S \A1;H \A1;>20 \A1;H \A1;30 B 30 >20 B S S H >20 H 30 cotas en cm. EFH-7 EFH-5 EAV-1 EHU-4 EHU-4 EAV-1 EFH-5 EFH-7 cotas en cm. Seccion de forjado guarnecido inferiormente Seccion de forjado no guarnecido inferiormente Forjado de acero-H.S EAF-1 H S \A1;S \A1;H Planta Alzado S viga EAV-9 vigueta H viga EAV-9 vigueta Apoyo simple sobre viga de acero-G EAF-2 S H \A1;H \A1;S vigueta EAV-9 viga H EAF-3 Apoyo continuo sobre viga de acero-G EAV-9 vigueta viga Alzado Planta S H K \A1;K \A1;H \A1;H K H H Seccion EAV-9 vigueta EAT-2 viga Alzado viga EAT-2 vigueta EAV-9 Embrochalado simple en viga de acero-G.K EAF-4 H K T N L E \A1;E \A1;L \A1;L \A1;N \A1;T \A1;H \A1;H \A1;K Alzado E L L N T EAV-9 vigueta EAT-2 viga EAV-6 EAV-6 H viga EAT-2 vigueta EAV-9 Seccion H K Embrochalado continuo en viga de acero-T.L.E.G.K EAF-5 H 100 120 500 S 45 45 30 \A1;100 \A1;H \A1;S \A1;500 \A1;30 \A1;45 \A1;45 \A1;120 hormigon EFH-5 EAT-2 EAV-9 vigueta 100 H cotas en mm. Seccion S 500 hormigon EFH-5 EAV-9 vigueta 30 45 45 120 Alzado Apoyo sobre hormigon EAF-6 60 M d c H 30 S \A1;S \A1;30.00 \A1;H \A1;c \A1;d \A1;M \A1;60.00 d EAV-9 EFH-5 cotas en mm. Seccion Alzado S 5 H c d M 5 d EFH-7 Apoyo sobre fabrica de ladrillo-M.d EAF-7 S H \A1;H \A1;H \A1;S H vigueta EAV-9 EAS-1 H S Seccion Alzado vigueta EAV-9 EAS-1 Encadenado de viguetas en borde de voladizo-G EAF-8 H b e1 e H b e1 e e1 e e1 e \A1;e \A1;e1 \A1;H \A1;e \A1;e1 \A1;H \A1;b \A1;e \A1;e1 \A1;b \A1;H \A1;e \A1;b \A1;b \A1;e1 \A1;H e e1 H e e1 H b e e1 b H e b b e1 H Serie IPE Serie IPN Serie UPN Serie HEB Perfil-Serie.H EAS-1 E \A1;E EAS-2 Chapa-E E H 30 L Es Es H 15 15 H 15 15 \A1;H \A1;30 \A1;30 \A1;L \A1;Es \A1;Es \A1;H \A1;15 \A1;15 \A1;15 \A1;15 \A1;H Gs Soporte Simple-H.L.Es.Gs EAS-3 H 30 30 L Es Es EAS-2 EAS-1 Alzado Planta EAV-4 H 15 15 15 15 H cotas en cm 30 Es Es H 15 15 15 15 H L C D 2b \A1;D \A1;C \A1;2b \A1;30 \A1;30 \A1;L \A1;Es \A1;Es \A1;H \A1;15 \A1;15 \A1;15 \A1;15 \A1;H Gs Gc D C EAV-4 Soporte Cajon-H.L.Es.Gs.C.D.Gc EAS-4 2b 30 30 L Es Es EAS-2 Alzado Planta EAV-4 H 15 15 15 15 H Cotas en cm 40 b P Q L Es Es 25 b S 25 H \A1;25.00 \A1;H \A1;25.00 \A1;25.00 \A1;H \A1;25.00 \A1;Q \A1;Q \A1;P \A1;25 \A1;b \A1;S \A1;b \A1;25 \A1;25 \A1;b \A1;S \A1;b \A1;25 \A1;Q \A1;Q \A1;Es \A1;Es \A1;L \A1;40 \A1;b \A1;b \A1;40 \A1;40 \A1;b \A1;b \A1;40 5 H 5 5 H 5 Q Q P Alzado 25 b S b 25 25 b S b 25 Q Q Es Es L Gs Gp 40 b b 40 40 b b 40 EAS-2 EAV-4 EAS-2 EAS-1 Casquillo Caso Cerrado Caso Abierto Planta Soporte Empresillado UPN-Caso.H.L.Es.Gs.n.P.Q.Ep.Gp EAS-5 Alzado Planta cotas en mm Q b 40 P Es L Es S b/2 25 H 25 \A1;H \A1;25.00 \A1;25.00 \A1;25.00 \A1;25.00 \A1;H \A1;P \A1;Q \A1;Q \A1;S \A1;b/2 \A1;25 \A1;b/2 \A1;25 \A1;25 \A1;b/2 \A1;25 \A1;b/2 \A1;S \A1;Es \A1;L \A1;Es \A1;b \A1;40 \A1;b \A1;40 \A1;40 \A1;b \A1;40 \A1;b H 5 5 5 5 H Gs P Q Q Alzado S b/2 25 b/2 25 25 b/2 25 b/2 S Es L Es b 40 b 40 40 b 40 b EAS-2 EAV-4 EAS-1 EAS-2 Casquillo cotas en mm Serie IPE Serie IPN Planta Soporte Empresillado-Serie.H.L.Es.Gs.n.P.Q.Ep.Gp EAS-6 Alzado Planta A B EA >800 \A1;>800 \A1;EA \A1;B \A1;A >800 EA B A EFH-5 EAS-2 EAV-4 A A Placa de anclaje centrada en la cimentacion-A.B.E .G EAS-7 Seccion Planta cotas en cm >800 EM 50 250 M N Ek \A1;M \A1;Ek \A1;N \A1;M \A1;250.00 \A1;50.00 \A1;>800 \A1;EM EAV-4 EAS-2 M Ek N M Planta 5 5 M >800 EM k M Placa de anclaje en medianeria-M.N.E .E .G EAS-8 Seccion cotas en cm H E1 B H E1 H B E1 \A1;E1 \A1;H \A1;H \A1;B \A1;E1 \A1;E1 \A1;H \A1;B E E E1 H H B E1 E E1 H Perfil HEB Perfil IPN B Perfil IPE PERFIL EAV-1 >400 E>5 \A1;>400 \A1;E>5 cotas en mm. CHAPA-E EAV-2 >400 E>5 E E E E E E \A1;E \A1;E \A1;E \A1;E \A1;E \A1;E E E Preparacion en V unilateral Z Y Preparacion en V bilateral <25% E Preparacion en X X V Preparacion en V E E Sin preparacion H Con chapa dorsal E CORDON DE SOLDADURA A TOPE EAV-3 G G G G \A1;G \A1;G \A1;G \A1;G G G en angulo G G en angulo en solape en esquina CORDON DE SOLDADURA EN ANGULO -G EAV-4 H \A1;H H Seccion VIGA DE PERFIL LAMINADO -TIPO H-L EAV-5 60 1/4a1/8L L H 60 \A1;1/4a1/8L \A1;L \A1;H Alzado 60 EAV-6 EMPALME DE VIGAS DE IGUAL CANTO -H EAV-3 1/4a1/8L L H H1 H2 \A1;H2 \A1;H1 25% EAV-3 H2 H1 EAV-3 Alzado EMPALME DE VIGAS DE DISTINTO CANTO -H1-H2 EAV-7 H \A1;H \A1;H EAV-4 EAV-4 H Alzado Alzado H APOYO EN VIGA DE ACERO -G EAV-8 2/3H H 2/3H H \A1;H \A1;2/3H \A1;H \A1;2/3H EAV-4 EAT-2 H 2/3H H 2/3H EAT-2 EAV-4 Seccion vertical Seccion vertical EMBROCHALADO EN VIGA DE ACERO -A-E-G EAV-9 C L B C L 2/3H H E1 \A1;C \A1;C \A1;B \A1;E1 \A1;H \A1;2/3H \A1;L \A1;L \A1;C \A1;C Alzado EAT-2 EAV-4 C C B Planta EAV-2 EAV-4 EAV-4 E1 H 2/3H L L C C A-E-G-B-C-E1-G1 EMBROCHALADO DE VIGA CONTINUA EN VIGA DE ACERO EAV-10 B D A C H E H E L \A1;H \A1;E \A1;H \A1;E \A1;L \A1;B \A1;D \A1;A \A1;C E H E H E L B D A C Alzado Seccion EFH-5 EAV-4 EAV-2 EAV-2 EAV-4 EAV-4 APOYO EN HORMIGON O FABRICA EAV-11 E A-B-C-D-E-G-N-dL C+30 H/2 H L 50 L H/2 H \A1;L \A1;50.00 \A1;L \A1;H/2 \A1;H \A1;H \A1;H/2 \A1;C+30 L 5 L H/2 H H H/2 C+30 Alzado Seccion EAV-2 EAV-4 EAT-2 EAV-4 EAT-2 2 2 1 1 2 1 APOYO EN SOPORTE DE ACERO EAV-12 A -E -G -A -E -G -C-L A H1 H \A1;H \A1;H1 \A1;A H H1 Alzado A APOYO DE VIGA CONTINUA EN SOPORTE DE ACERO EAV-13 H -A-G 1 B C A \A1;A \A1;C \A1;B A C B EAV-4 EAV-2 EAV-4 EAV-4 EAV-4 EAV-2 EAV-4 Planta EAV-3 EAV-2 Planta EAV-2 EAV-2 EAV-4 2 1 EMPOTRAMIENTO EN SOPORTE DE ACERO EAV-14 A-E-G -G B 2,5d1 B 2,5d1 L C C \A1;L \A1;2,5d1 \A1;2,5d1 \A1;C \A1;B \A1;C \A1;2,5d1 \A1;B L 2,5d1 2,5d1 C B C EAV-4 EAV-2 EFH-5 EAV-4 N1d1 EAV-4 EAV-4 N2d2 EAV-2 N2d2 2,5d1 B N2d2 EAV-2 N2d2 EAV-4 EAV-4 N1d1 1 C-B-E -N -d -N -d -L-G -G -A-E EMPOTRAMIENTO EN HORMIGON ARMADO EAV-15 1 1 1 2 2 2 J I I l T L D A \A1;J \A1;I \A1;I \A1;l \A1;T \A1;L \A1;D \A1;A EAZ-1 EAV-3 J I I EAZ-2 ZANCA DE DOS TRAMOS CON MESETA INTERMEDIA Perfil-H-I-L-D- -J B l T L D A I I J A T=L \A1;I \A1;I \A1;J \A1;T=L \A1;A I I J EAZ-3 ZANCA DE DOS TRAMOS SIN MESETA INTERMEDIA NI DE PISO Perfil-H-L-B-J T=L A EAZ-1 EAV-3 A T=L I=D \A1;A \A1;T=L \A1;I=D A EAZ-4 ZANCA DE TRAMO UNICO SIN MESETA INTERMEDIA NI DE PISO Perfil-H-L-B T=L EAV-3 EAZ-1 I=D H \A1;H EAV-4 EAV-4 H APOYO EN VIGA DE ACERO -G EAZ-5 H 2/3H \A1;2/3H \A1;H 2/3H H EAT-2 EAV-4 EAZ-6 EMBROCHALADO EN VIGA DE ACERO -A-E-G EAZ-6 H 2/H L C+30 L \A1;L \A1;2/H \A1;H \A1;L \A1;L \A1;H \A1;2/H \A1;C+30 L 2/H H A1-A2-C-E1-E2-G1-G2 cotas en mm L L H 2/H C+30 EAV-2 EAT-2 EAT-2 EAV-4 EAZ-7 APOYO EN SOPORTE DE ACERO H B D A C L E E \A1;E \A1;E \A1;H \A1;L \A1;H \A1;E \A1;E \A1;C \A1;A \A1;B \A1;D E E H A-B-C-D-E-G-N-d-L L H E E C A B D EFH-5 EAV-4 EAV-2 EAZ-8 APOYO EN FABRICA U HORMIGON

Language	Spanish
Drawing Type	Plan
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, beams, details, DWG, girders, plan, plans, stahlrahmen, stahlträger, steel, steel beam, steel frame, structure en acier