Details Of Metal Beams DWG Detail for AutoCAD

Details Of Metal Beams DWG Detail for AutoCAD

Plano referred to details of beams and metal beams .

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

engineering services construction s.a, einte, typical, typical, typical, typical, typical, between, hector valdivia, laura jeri, drawing, ing. July Rivera Feijoo, ing. sandra soto quiroga, design, concrete element support, concrete element, typical cutting support, support, concrete, support, support, bolts, see quantity, in frame, typical, dmax, dmax, dmin, beam cuts, assembled joist, detail of obtaining beam of variable section, bolts, joists, pl for, ceiling joists, typical, bolts, in frame, see quantity, bolts, see quantity, in frame, typical, support in, typical cutting support, uniform section joist, joist of variable section, bolts, see quantity, in frame, typical, dmax, dmin, typical, in frame, see quantity, bolts, floor joists with board, cantons, dmax, var, more sheets in column, iron projection, in concrete element, mezzanine beams, bolts, bolts, connectors, bolts, section, dmin, diameter, quantity, spacing, quantity, pl for, support, var, quantity, spacing, quantity, diameter, dmin, section, bolts, connectors, dmax, cantons, shop joists with board, in plan, specified, silver band, bolts, var, of metal beams, reinforcement in passes, support in metal beam, nm., run, detail welding beams, connector detail, Connector bolts, concrete element support, bolts, typical, more sheets in column, iron projection, typical, typical, see detail, more sheets in column, concrete column support, bolts, support in metal beam, grout epoxy, grout epoxy, pl for joists, concrete column support, typical, typical, typical, pl for joists, card in section change, bolts, grout epoxy, bolts, grout epoxy, see plans, show joists, pl same as the beam, pls mm, pl mm, pl mm, vig, joists, profile, connectors, quantity, spacing, bolts in support, quantity, diameter, cantons, dmin, dmax, kind, variable height, vig, constant, vig, variable height, vig, constant, vig, constant, vig, constant, joist box, joists, profile, connectors, quantity, spacing, bolts in support, quantity, diameter, cantons, dmin, dmax, kind, pl equal wing beam, on column, bolts, grout epoxy, bolts, support in metal beam, pls, bolts, bolts, pl same as the beam, pls mm, box of metal beams, beam, connectors, support bolts, section, profile, quantity, spacing, quantity, diameter, vs var var, variable between, between, vs var. var, vs var var, between, rojects in square see the mill, rest, White, magenta, blue, cyan, green, yellow, Red, thickness, color

Raw text data extracted from CAD file:

S Servicios de Ingenieria ,Tecnologia y Construccion S.A EINTE C A 1 \A1;250 \A1;13 \A1;40 \A1;250 \A1;50 \A1;400 \A1;32 \A1;32 \A1;76 \A1;76 \A1;32 \A1;76 \A1;32 \A1;44 \A1;76 \A1;216 \A1;51 \A1;44 \A1;152 \A1;L \A1;32 \A1;76 TIPICO \A1;32 \A1;6 \A1;32 \A1;76 TIPICO \A1;32 \A1;6 \A1;44 \A1;L \A1;51 \A1;152 \A1;6 \A1;44 \A1;32 \A1;76 TIPICO \A1;32 \A1;dmax \A1;dmin \A1;44 \A1;6 \A1;32 \A1;76 TIPICO \A1;32 \A1;76 \A1;44 \A1;6 \A1;44 \A1;44 \A1;13 \A1;13 \A1;220 \A1;b \A1;t \A1;13 \A1;13 \A1;6 \A1;44 \A1;76 \A1;76 \A1;76 \A1;32 \A1;32 \A1;250 \A1;150 \A1;300 \A1;50 \A1;a \A1;50 \A1;300 \A1;150 \A1;250 \A1;13 \A1;250 \A1;50 \A1;32 \A1;32 \A1;6 \A1;44 \A1;300 \A1;150 \A1;76 TIPICO \A1;L \A1;Q/2 \A1;b \A1;L \A1;dmax \A1;dmin \A1;250 \A1;400 \A1;50 \A1;13 \A1;13 \A1;500 \A1;250 \A1;250 \A1;50 \A1;400 \A1;32 \A1;32 \A1;76 \A1;76 \A1;76 \A1;44 \A1;6 \A1;50mm \A1;130 \A1;25 \A1;.03 \A1;350 \A1;40 \A1;90 \A1;90 \A1;40 \A1;90 \A1;70 \A1;35 \A1;70 \A1;90 \A1;90 \A1;200 \A1;200 \A1;100 \A1;50 \A1;76 \A1;76 \A1;76 \A1;76 \A1;32 \A1;32 \A1;44 \A1;76 \A1;76 \A1;76 \A1;32 \A1;32 \A1;44 \A1;25 \A1;25 \A1;500 \A1;130 \A1;30 \A1;13 \A1;13 \A1;76 \A1;76 \A1;32 \A1;32 \A1;76 \A1;76 \A1;76 \A1;44 \A1;6 \A1;h \A1;Dmax=h/5 \A1;350 \A1;350 \A1;500 \A1;2200 \A1;76 \A1;6 \A1;44 \A1;76 \A1;76 \A1;76 \A1;32 \A1;32 \A1;25 \A1;500 \A1;130 \A1;76 \A1;76 \A1;32 \A1;32 \A1;44 \A1;32 \A1;32 \A1;76 \A1;76 \A1;44 \A1;6 \A1;6.4 \A1;8 \A1;200 \A1;430 \A1;8 \A1;12.5 \A1;8.0 \A1;12.5 \A1;640 \A1;200 \A1;20 \A1;20 \A1;VARIABLE ENTRE 377 y 241 \A1;h=VARIABLE ENTRE 640 y 758 \A1;12 \A1;377 \A1;20 \A1;20 \A1;12 \A1;758 \A1;241 \A1;302 \A1;20 \A1;20 \A1;8 \A1;640 \A1;12.5 \A1;8 \A1;12.5 \A1;640 \A1;640 \A1;8 \A1;25 \A1;241 \A1;25 \A1;12.5 \A1;8.0 \A1;12.5 \A1; \A1;200 \A1;377 \A1;25 \A1;25 \A1;12 \A1;758 \A1;200 \A1;600 \A1;200 \A1;600 HECTOR VALDIVIA LAURA JERI DIBUJO : ING. JULIO RIVERA FEIJOO ING. SANDRA SOTO QUIROGA DISENO : \A1;300 \A1;300 \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; 5 A 2( APOYO EN ELEMENTO DE CONCRETO PL 3/8"x300x300 5 5 5 ELEMENTO DE CONCRETO APOYO TIPICO A CORTANTE a PL 3/8"x300x300 2 Us d3/4" 5 5 5 H 1/4" 1/4" 1/4" 1/4" C APOYO TIPICO A MOMENTO DE CONCRETO APOYO TIPICO A ELEMENTO APOYO TIPICO A MOMENTO C 5 1/4" 5 5 A PERNOS d3/4" VER CANTIDAD EN CUADRO PL 3/8"x300x300 5 5 L4"x4"x1/4" 2 Us d3/4" 5 5 5 5 5 <> TIPICO L 1+cos0 dmax a= Arctg( O= Q/2 b L dmax dmin CORTES EN VIGA "WIDE FLANGE" VIGUETA ENSAMBLADA DETALLE DE OBTENCION DE VIGA DE SECCION VARIABLE 2 3 1 3 2 1 E B 5 5 5 5 5 L4"x4"x1/4" 5 3 PERNOS d3/4" 1/4" 1/4" 1/4" 1/4" VIGUETAS PL e=3/8" PARA W16 Y W18 PL e=1/4" PARA W12 Y W14 1/4" G VIGUETAS DE TECHO (SOTANO) 5 5 5 L 5 <> TIPICO 5 PL e=1/4" PERNOS d3/4" EN CUADRO VER CANTIDAD 5 F L4"x4"x1/4" PERNOS d3/4" VER CANTIDAD EN CUADRO 5 <> TIPICO 5 5 5 L APOYO EN APOYO TIPICO A CORTANTE VIGUETA DE SECCION UNIFORME VIGUETA DE SECCION VARIABLE 5 5 5 PL e=1/4" PERNOS d3/4" VER CANTIDAD EN CUADRO 5 5 <> TIPICO 5 dmax dmin 5 5 5 <> TIPICO 5 EN CUADRO VER CANTIDAD PERNOS d3/4" L4"x4"x1/4" H 400 -- -- -- -- VIGUETAS DE PISO (LOSA CON PLACA COLABORANTE) PERALTES dmax -- 300 3/4" 286 1 3 -- 3/4" 2 286 1 W14X22 VAR W12x19 286 286 429 3 3 3 -- 3/4" 5 -- 3/4" 4 -- 3/4" 4 W18x65 W18x60 2 ó MAS PLANCHAS EN COLUMNA 3 Usd1" (DESPLAZADAS 30mm) PROYECCION DE PLANCHA 3d1" 5 3d1" 5 5 EN ELEMENTO DE CONCRETO ) ) L dmax-dmin D VIGAS DE MEZANINE 5 5 5 PL 5/8"x300x400 5 PERNOS d3/4" 5 5 5 5 5 L4"x4"x1/4" 5 3 Us d1" C 5 6 PERNOS d3/4" B 5 E 5 5 1/4" CONECTORES PERNOS SECCION dmin DIAMETRO CANTIDAD ESPACIAMIENTO CANTIDAD -- 3/4" 4 429 3 W18x55 W18x50 PL e=1/4" PARA W12 Y W14 PL e=3/8" PARA W16 Y W18 G F 5 5 1/4" 2 Us d3/4" APOYO PLACA COLABORANTE W16x26 VAR 2 435 4 3/4" -- -- 5 -- -- 3/4" 4 286 1 W8x10 CANTIDAD ESPACIAMIENTO CANTIDAD DIAMETRO dmin SECCION PERNOS CONECTORES dmax PERALTES VIGUETAS DE TIENDA (LOSA CON PLACA COLABORANTE) t-1/16" b t D EN PLANTA ESPECIFICADA PLATABANDA t-1/16" 1/4" 5 5 C C 3 Us d1" 5 L4"x4"x1/4" 5 5 5 PERNOS d3/4" 5 5 5 PL 5/8"x300x400 5 5 5 -- -- 3/4" 4 286 1 W14x22 VAR -- -- 3/4" 4 286 1 W8x10 DE VIGAS METALICAS REFUERZO EN PASES APOYO EN VIGA METALICA E 500 CARTELA APOYO DE VIGUETA 1/4" 1/4" 250 1/4" 1/4" CORRIDA CORRIDA 1/4" 1/4" DETALLE SOLDADURA VIGAS DETALLE DE CONECTORES 2 PERNOS CONECTORES d3/4"x4"@304.8 APOYO EN ELEMENTO DE CONCRETO 250 50 400 PL 3/4"x400x400 32 4 PERNOS d3/4" 32 76 76 76 44 L4"x4"x1/4" 6 3 Us d1" A TIPICO 50mm 2 ó MAS PLANCHAS EN COLUMNA 3 Usd1" (DESPLAZADAS 30mm) PROYECCION DE PLANCHA 3d1" 3d1" PL e=25mm H TIPICO TIPICO TIPICO 1/4" 1/4" TIPICO PL e=25mm H 350 40 90 90 40 90 70 35 70 90 90 200 200 100 50 4d1" 4d1" 2d1" 2d1" 2d1" VER DETALLE 2 ó MAS PLANCHAS EN COLUMNA APOYO EN COLUMNA PASANTE DE CONCRETO 76 L4"x4"x1/4" 32 32 76 76 76 44 6 5 PERNOS d3/4" G G F APOYO EN VIGA METALICA D 130 GROUT EPOXICO 25 GROUT EPOXICO 5 PL e=20mm PL e=1/4" PARA VIGUETAS W12 Y W14 C APOYO EN COLUMNA DE CONCRETO E D PL e=25mm TIPICO TIPICO PL e=20mm 1/4" 1/4" TIPICO 1/4" 1/4" TIPICO TIPICO TIPICO 1/4" 1/4" 1/4" 1/4" PL e=25mm PL e=3/8" PARA VIGUETAS W16 Y W18 CARTELA EN CAMBIO DE SECCION 1/4" 1/4" B 1/4" 1/4" 1/4" 13 13 A 76 76 10 PERNOS d3/4" 10 PERNOS d3/4" 76 76 76 32 32 44 76 76 76 32 32 44 25 GROUT EPOXICO 25 500 130 2 PERNOS d1" 2 PERNOS d1" 30 GROUT EPOXICO 1/4" 1/4" C VER PLANOS E-09 y E-12) (NO SE MUESTRAN VIGUETAS B PL e=10mm PL e=10mm PL e= IGUAL A LA VIGA 2 PLs e=16 mm h Dmax=h/5 350 PL e=16 mm 1/4" 1/4" PL e=16 mm 1/4" 1/4" 350 500 2200 1/4" 1/4" Vig 01 VIGUETAS PERFIL CONECTORES CANTIDAD ESPACIAMIENTO PERNOS EN APOYO CANTIDAD DIAMETRO PERALTES dmin dmax TIPO W16x26 2 304 3 3/4 350 450 Altura Variable Vig 02 W8x10 1 304 2 3/4 -- Constante Vig 03 W14x22 2 304 3 3/4 300 400 Altura Variable Vig 04 W8x10 1 304 2 3/4 Constante Vig 05 W14x22 2 304 3 3/4 Constante Vig 06 W12x14 1 304 2 3/4 Constante -- -- -- -- -- -- -- CUADRO DE VIGUETAS VIGUETAS PERFIL CONECTORES CANTIDAD ESPACIAMIENTO PERNOS EN APOYO CANTIDAD DIAMETRO PERALTES dmin dmax TIPO (CON 5 PERNOS) PL e= IGUAL ALA VIGA 76 SOBRE COLUMNA F 6 L4"x4"x1/4" 44 76 76 76 32 5 PERNOS d3/4" 32 Grout Epoxico 25 500 130 2 Pernos d1" APOYO EN VIGA METALICA 2 PLs e=16mm (CON 3 PERNOS) 6 PERNOS d3/4" 76 76 32 32 44 L4"x4"x1/4" 32 32 76 76 44 6 5 PERNOS d3/4" F PL e= IGUAL A LA VIGA 2 PLs e=16 mm CUADRO DE VIGAS METALICAS VIGA Conectores Pernos de Apoyo Sección Perfil Cantidad Espaciamiento Cantidad Diámetro 2 2 3 4 4A 5 5A 101 102 VS 400 X 46 VS 600 X 77 VS 600 X 97 VS 600 X 113 VS 600 X 132 VS 750 X 186 VS 750X 200 VS Var X Var VS Var X Var 2 2 2 2 2 2 2 2 304.80 304.80 304.80 304.80 304.80 304.80 304.80 304.80 304.80 3 5 5 5 5 - - - - 3/4 3/4 3/4 3/4 3/4 1 - - - - 6.4 5 1 5 5 5 12.5 8.0 12.5 5 5 2 VS 400X46 VS 600X77 5 5 VARIABLE ENTRE 377 y 241 101 h=VARIABLE ENTRE 640 y 758 5 5 5 5 5 5 5 VS VAR. X VAR VS 750X186 5 5 5 5 5 4 3 5 12.5 5 12.5 5 VS 600X97 VS 600X113 5 5 VS 600X132 5 4A 5 5 12.5 8.0 12.5 5 102 VS VAR X VAR h=VARIABLE ENTRE 430 y 640 5 5A 5 5 5 5 VS 750X200 200 600 2 d1" 200 600 2 d1" 300 300 1 2 3 4 5 6 7 8 9 10 11 12 13 14 J I H G F E D C B A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 \\SERVER\SEINTEC ROYECTOS EN TRABAJO\A6450504 PLAZA VEA LA MOLINA LANOS\ESTRUCTURAS\07-07-04\E-00_GIMNASIO-OFICINAS.DWG 07/07/04 16:20 1 2 3 4 5 6 7 8 9 10 11 12 13 14 J I H G F E D C B A 7 8 9 10 11 12 A0 = 1.189 x 0.840 ESCALA=1/1 RESTO 0.10 0.05 122 42 0.20 0.60 30 BLANCO 0.25 0.60 MAGENTA AZUL 0.50 0.18 CYAN VERDE 0.35 0.18 AMARILLO ROJO 0.20 ESPESOR COLOR

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete
Measurement Units
Footprint Area
Building Features
Tags	autocad, beams, DETAIL, details, DWG, metal, plano, stahlrahmen, stahlträger, steel, steel beam, steel frame, structure en acier