Metallic Detail DWG Detail for AutoCAD

Metallic detail – Metal Structure – Constructive details

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

approx., lightened see formwork plant, additional, duplicate superior steel in area joists to spread evenly across the width of, ridge straps, see detail anchor pl, see massive detail of lightened, hooks, esc, height, esc, hooks, x: board, joist, belt, Barrette, Andean tile, pl overlap between belts, separation of legs equal in both directions, hooks, tiraph, in the center of the tube, tube, esc, vig., esc, vig., esc, approx., vig., rest, tissue, vig., esc, approx., rest, vig., esc, approx., rest, vig., esc, approx., rest, vig., esc, approx., rest, top flange, Detail cross-section of joist, esc, pl brazing butt in angles of bs, bottom flange, Barrette, tissue, angular, angular, cross section joist detail, esc, tube, parantes de menos for hooks of greater height use hooks, esc, anchor plate detail, remove solid bricks, temperature, additional to temperature, metal column, solidized lightened, esc, top flange, top flange, belt, Barrette, pl overlap between belts, strap fixing on columns, esc, tube, this is configured in the plot to, magenta, color, yellow, cyan, green, blue, lam, Red, white, filling, esc:, eye the color for shading is the, rest of colors, long., width, board for joists, belt, column the column will be of intermediate size, column, belt, bottom flange, hooks, metal column support, column, numerical axes, remove bricks from adjacent rows to support beam, place around the outer perimeter of the floor of the safe where there is a gutter, Andean chop cover, scale, detail anchor for columns on, lightened nearby beam of the portico, no anchor hook shown, corrugated iron, smooth iron, ………………………., Profiles, bolts, welding, accessories, grade, ………………, supercito, metal specifications, smooth rods, elasticity module, wood specifications, dry wood selected, Flexion effort, effort cut, type: similar huayruro, Barrette, pl for strapping, bolt see note every, angular fixed brick wall, partition column reinforcement column, Bolts anchored in perforation filled with epoxy glue., note, detail, esc, detail, esc, of bent pl, top flange, vig., support detail of vig on vig, esc, the support must coincide with a knot of the joist that supports, cloth, bottom flange, straps, tube, hooks to use for columns, esc, anchor plate detail, tube, esc, hook variant, approx., esc, Similar calaminon, brick, joist, belt, Barrette, pl overlap between belts, hooks, tiraph, in the center of the tube, tube, belt, column the columns will be interior, esc, see rest detail of channel in plane, separation, separation between, hooks, hooks, load of, typical wide angle, connector on the shaft, strap fixing on columns, esc, connector on the shaft, ridge connector detail, esc, wooden cue, esc, this configuration will serve for shorter length joists, vig., esc, approx., rest

Raw text data extracted from CAD file:

\A1;20 \A1;40 \A1;30 \A1;±90 \A1;4" \A1;6" \A1;1½" \A1;1½" \A1;1.00 \A1;4" \A1;20 \A1;15 \A1;17 \A1;15 \A1;4" \A1;200 \A1;17 \A1;6" \A1;ANCHO \A1;5" \A1;1" \A1;4" \A1;20 \A1;15 \A1;17 \A1;15 \A1;4" \A1;200 \A1;17 \A1;20 \A1;10 \A1;30 \A1;10 \A1;30 \A1;10 \A1;30 \A1;10 \A1;4" \A1;3½" \A1;4" \A1;17 \A1;1.30 \A1;±1.50 \A1;1.30 \A1;1.00 APROX. \A1;6" \A1;1.30 \A1;±25 \A1;5" \A1;40 \A1;200 \A1;200 \A1;200 \A1;120 \A1;410 \A1;120 \A1;100 \A1;1½" \A1;650 \A1;800 \A1;750 \A1;1400 \A1;1½" \A1;3½" \A1;17.5 \A1;30 \A1;17.5 \A1;300 \A1;600 \A1;300 \A1;150 \A1;650 \A1;170 \A1;300 \A1;150 \A1;170 \A1;150 \A1;300 \A1;1400 \A1;750 \A1;800 \A1;300 \A1;600 \A1;300 \A1;150 \A1;1½" \A1;150 \A1;100 \A1;120 \A1;410 \A1;120 \A1;200 \A1;200 \A1;200 \A1;3½" \A1;1½" \A1;±.50 \A1;±.50 \A1;3.00 \A1;.25 \A1;±2.60 \A1;±4500 \A1;2½" \A1;2" \A1;5" \A1;4" \A1;40 \A1;40 \A1;30 \A1;10 \A1;20 \A1;X \A1;10 \A1;20 \A1;4" \A1;.50 \A1;.35 \A1;.50 \A1;.35 \A1;.50 \A1;5.00 \A1;.30 \A1;.50 \A1;4.50 \A1;.30 \A1;3.50 \A1;.25 \A1;.50 \A1;4.00 \A1;.30 \A1;5.50 \A1;6.00 \A1;.35 \A1;6.50 \A1;.50 5 5 5 5 5 d ALIGERADO VER PLANTA DE ENCOFRADO d3/8"@.20 ADICIONALES DUPLICAR ACERO SUPERIOR EN 3 VIGUETAS DE ZONA DE MACIZADO, REPARTIR d UNIFORMEMENTE EN EL ANCHO DE 0.90m ±4500 CORREAS DE CUMBRERA 2½"x6" VER DETALLE C PL DE ANCLAJE 4"x4"x1/8" PL 5/16" (10"x10") LONG.=3.40m 2½"x2½"x1/8" T ±2.60 VER DETALLE B MACIZADO DE ALIGERADO 2 GANCHOS d5/8" 4"x4"x1/8" CORTE-2 ESC. 1/20 ALTURA ±2.60m. 4"x4"x1/8" T 4" 20 CORTE-3 ESC. 1/10 2 GANCHOS d1/2" 10 X 20 10 30 40 40 X: JUNTA SISMICA=5cm. VIGUETA (VIG.) 1½" 3½" CORREA 2½"x6" PASADOR d3/8" TEJA ANDINA 1/8" (5"x5") PL DE TRASLAPE ENTRE CORREAS PL 3/16" (6"x6") <> 5 5 120 410 120 100 d1/2" PL 1/4" (10"x10") SEPARACION DE LAS PATAS IGUAL EN AMBAS DIRECCIONES 170 150 150 PL 1/4" (10"x10") 2 GANCHOS d1/2", 1½" TIRAFON 2" (d3/8") d1/2" EN EL CENTRO DEL TUBO PL 1/8" (6" ANCHO) TUBO 2"x2"x1/8" T CORTE-1 ESC. 1/10 5 VIG. LONG.=3.00m ESC. 1/25 5 VIG. LONG.=4.00m ESC. 1/25 4.00 5 APROX. 3.00 5 VIG. LONG.=3.50m 3.50 d1/2" d1/2" RESTO d3/8" TEJIDO d3/8" TEJIDO d3/8" 5 VIG. LONG.=4.50m ESC. 1/25 4.50 5 APROX. d1/2" d1/2" RESTO d3/8" 5 VIG. LONG.=5.00m ESC. 1/25 5.00 5 APROX. d1/2" d1/2" RESTO d3/8" 5 VIG. LONG.=5.50m ESC. 1/25 5.50 5 APROX. d1/2" d1/2" RESTO d3/8" 5 VIG. LONG.=6.00m ESC. 1/25 6.00 5 APROX. d5/8" d5/8" RESTO d1/2" BRIDA SUPERIOR (BS) DETALLE ELEVACION TRANSVERSAL DE VIGUETA (VIG.) ESC. 1/5 PL 3/16" SOLDAR A TOPE EN ANGULARES DE BS BRIDA INFERIOR (BI) 5 5 5 5 2" PASADOR d3/8" TEJIDO d3/8" ó d1/2" PL 1/8" (6"x5") ANGULARES (BS) ANGULAR (BI) SECCION TRANSVERSAL DETALLE DE VIGUETA (VIG.) ESC. 1/5 TUBO 4"x4"x1/8" T 5 19.55321092684403 14.625 16.57500000000118 14.625 5 200.0443887130966 16.57499999999823 PL 5/16" (10"x10") PARANTES DE 2mt. O MENOS PARA GANCHOS d1/2", DE MAYOR ALTURA USAR GANCHOS d5/8" ESC. 1/10 DETALLE - C : PLANCHA DE ANCLAJE 19.50000000001182 9.75 5 9.750000000002956 5 9.75 5 9.749999999997044 5 RETIRAR 2 LADRILLOS Y MACIZAR d3/8"@.20 d TEMPERATURA ADICIONALES AL d TEMPERATURA COLUMNA METALICA DETALLE- B : MACIZADO DE ALIGERADO PARA ESC. 1/10 BRIDA SUPERIOR (BS) 2½" 3½" BRIDA SUPERIOR (BS) CORREA 2½"x6" PASADOR d3/8" PL PL PL 1/8" (6"x6") DE TRASLAPE ENTRE CORREAS PL 1/4" (6"x6") 5 FIJACION DE CORREA SOBRE COLUMNAS ESC. 1/10 TUBO 4"x4"x1/8" T ESTE SE CONFIGURA EN EL PLOTEO AL 25% Magenta 0.65 COLOR 8 A 0.15 COLOR 253 0.15 Yellow 0.23 Cyan 0.40 Green 0.30 Blue 0.55 Lam. A-1 Rojo 0.10 White 0.20 DE RELLENO Esc: 1/75 OJO EL COLOR PARA SOMBREADO ES EL 8 RESTO DE COLORES A 0.10 LONG. BI BS ANCHO BS TABLA PARA VIGUETAS (VIG). 3.50m. 1"x1/8" 3" 1"x1/8" 4.00 1¼"x1/8" 3" 1"x1/8" 4.50 4" 1¼"x1/8" 1¼"x1/8" 5.00 4" 1½"x1/8" 1¼"x1/8" 5.50 4" 1½"x1/8" 1¼"x1/8" 6.00 4" 1½"x1/8" CORREA 2½"x6" COLUMNA C3: LA COLUMNA C2 SERA DE TAMAÑO INTERMEDIO COLUMNA C1 COLUMNA C1 CORREA 2½"x6" BRIDA INFERIOR (BI) 4"x4"x1/8" T 4" 2 GANCHOS d1/2" 2d3/8"+ d3/8"@.30 d3/8"@.20 APOYO DE COLUMNA METALICA COLUMNA C2 EJES NUMERICOS RETIRAR LADRILLOS DE 2 HILERAS ADYACENTES HASTA VIGA DE APOYO \A1;H (BI) (BS) (BS) (BS) (BS) (BS) (BS) (BS) (BI) (BI) (BI) (BI) (BI) (BI) COLOCAR EN TODO EL PERIMETRO EXTERIOR DE LA PLANTA DEL EDIFICIO, SALVO DONDE HAYA CANALETA CUBIERTA DE TAJA ANDINA ±.50 ±.50 5 5 5 ESCALA 1/20 DETALLE - A : ANCLAJE PARA COLUMNAS SOBRE ALIGERADO CERCANAS A VIGA DEL PORTICO NO SE MUESTRA GANCHO DE ANCLAJE FIERRO CORRUGADO FIERRO LISO E6011 ............................ ACERO, PERFILES fy= 2530Kg/cm2 (A-36) PERNOS SOLDADURA ACCESORIOS A-307 o GRADO 5 .................. SUPERCITO E70XX ESPECIFICACIONES METALICAS Y VARILLAS LISAS MODULO ELASTICIDAD E=100,000 Kg/cm2 ESPECIFICACIONES DE MADERA MADERA SECA SELECCIONADA ESFUERZO FLEXION fm= 100 Kg/cm2 ESFUERZO CORTE fv= 12 Kg/cm2 TIPO: HUAYRURO ó SIMILAR PASADOR d3/8" PL 1/8" (3"x5") PARA FIJACION DE CORREAS 1.00 PERNO d1/2" VER NOTA 1 CADA 1.00m ANGULAR 2½"x3/16" FIJADO A LA PARED DE LADRILLO 5 5 COLUMNA REFUERZO DE TABIQUERIA 2 PERNOS d1/2" ANCLADO EN PERFORACION RELLENA DE PEGAMENTO EPOXICO. NOTA 1 DETALLE 1 ESC. 1/10 DETALLE 2 ESC. 1/10 2½"x3/16" DE PL DOBLADA LONG.=6" BRIDA SUPERIOR (BS) VIG. VIG. DETALLE DE APOYO DE VIG SOBRE VIG ESC. 1/10 EL APOYO DEBE COINCIDIR CON UN NUDO DE LA VIGUETA QUE SIRVE DE APOYO PAÑO PAÑO (2 PAÑOS) (2 PAÑOS) (3 PAÑOS) (3 PAÑOS) (3 PAÑOS) PL 6"x6"x3/16" (TIPICO) BRIDA INFERIOR (BI) CORREAS 2½"x6" 150 650 TUBO 4"x4"x1/8" T 5 19.55321092684403 14.625 16.57500000000118 14.625 5 200.0443887130966 16.57499999999823 PL 5/16" (10"x10") GANCHOS d1/2", PARA C3 USAR d5/8", PARA COLUMNAS C1 y C2 ESC. 1/10 DETALLE - 1 : PLANCHA DE ANCLAJE TUBO 4"x4"x1/8" T 300 600 <> 800 750 1400 300 16.57499999999823 39.52673317073288 ESC. 1/10 VARIANTE DE GANCHO 1.302047572665458 4"x1/8" 5 4"x1/8" 1.298794453478034 <> APROX. 5 3" 3" 3" 3" ESC. 1/20 CORTE-2 T T T T T T 1.302047572665397 L P 200 200 200 120 410 120 100 1½" 650 300 600 300 800 750 1400 CALAMINON T1 ó SIMILAR 1½" 3½" 17.5 30 17.5 LADRILLO VIGUETA (VIG.) CORREA 2½"x6" PASADOR d3/8" 1/8" (5"x5") PL DE TRASLAPE ENTRE CORREAS PL 3/16" (6"x6") d1/2" PL 1/4" (10"x10") PL 1/4" (10"x10") 2 GANCHOS d1/2", TIRAFON 2" (d3/8") d1/2" EN EL CENTRO DEL TUBO TUBO 2"x2"x1/8" T CORREA 2½"x6" COLUMNA C3: LAS COLUMNAS C2 SERAN INTERIORES 150 300 PL 1/8" (6" ANCHO) 170 150 CORTE-1 ESC. 1/10 VER RESTO DETALLE DE CANALETA EN PLANO EB-14 SEPARACION SEPARACION ENTRE PATAS=170 C1 C1 2 GANCHOS d5/8" PL 3/8" 2 GANCHOS d5/8" PL 3/8" CARGA DE DISEÑO=50kg/m2 TIPICO TODO EL ANCHO DEL ANGULAR 5" CONECTOR DE 1/2" EN EL EJE FIJACION DE CORREA SOBRE COLUMNAS ESC. 1/10 CONECTOR DE 1/2" EN EL EJE DETALLE DE CONECTOR EN CUMBRERA ESC. 1/10 TACO DE MADERA DE 4"x4" ESC. 1/25 ESTA CONFIGURACION SERVIRA PARA VIGUETAS DE MENOR LONGITUD 6.50 4" 1½"x1/8" 1½"x1/8" 1½"x1/8" 5 VIG. LONG.=6.50m ESC. 1/25 5 5 APROX. d5/8" d5/8" RESTO d1/2" (3 PAÑOS)

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

DWG_Blocks

View All Downloads