Detail Of Steel In Concrete Columns DWG Detail for AutoCAD

Detail Of Steel In Concrete Columns DWG Detail for AutoCAD

Detail of steel in concrete columns

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

max, max, deanillos in the columns, scale, of steel in columns, scale, of columns, scale, bars, of columns, scale, bars, of rings in columns, the lowest amount of the column, maximum height of the column not less than high, ring spacing less than, spacing of stirrups smaller than db bars bs, bar diameter, the overlap of the bars is executed by soldering by connections no more than a quarter of the bars should be overlapped in any distance between overlapping levels should not be less than half the smaller dimension of the column., min., for stirrups, fold for stirrups, scale, steel reinforcement in columns, hook for column rings, scale, for columns for normal concrete measured in cm, spaced from, Steel Stirrups Concrete Coating, typical for steel in columns, scale

Raw text data extracted from CAD file:

\A1;135° \A1;135° \A1;ANILLOS #3 @ 0.10m \A1;10.00 \A1;ANILLOS #3 @ 0.10m \A1;ESTRIBOS #3 @ 0.10m MAX \A1;10.00 \A1;ANILLOS #3 @ 0.10m MAX \A1;ANILLOS #3 @ 0.10m \A1;TRASLAPES \A1;sh \A1;st \A1;sh \A1;DETALLE DEANILLOS Y \A1;TRASLAPES EN LAS COLUMNAS \A1;SIN ESCALA \A1;1 1/2" \A1;1 1/2" \A1;1 1/2" \A1;1 1/2" \A1;PROTECION DE ACERO EN COLUMNAS \A1;SIN ESCALA \A1;T \A1;B \A1;ESTRIBOS DE COLUMNAS \A1;SIN ESCALA \A1;4 BARRAS \A1;ANILLOS DE COLUMNAS \A1;SIN ESCALA \A1;4 BARRAS \A1;NOTAS: (DETLLE DE ANILLOS Y \A1;TRASLAPE EN COLUMNAS \A1;Ln = LA MENOR DIMECION DE LA COLUMNA \A1;Lo = MAXIMA DIMENCION DE LA COLUMNA NO MENOR DE 18" O \S1/6; DE ALTURA \A1;sh = ESPACIADO DE ANILLO MENOR QUE Bs/4 O 4" \A1;St = ESPACIADO DE ESTRIBOS MENORES QUE 16 db BARRAS VERTICALES, 48db ESTRIBOS, O Bs \A1;db = DIAMETRO DE BARRAS \W9.75802; \A1;CUANDO EL TRASLAPE DE LA BARRAS SE EJECUTA SOLDANDO O MEDIANTE CONEXIONES \W9.74828; \A1;MECANICAMENTE NO MAS DE UN CUARTO DE LAS BARRAS SE DEBEN TRASLAPAR EN CUALQUIER \W9.74771; \A1;NIVEL, Y LA DISTANCIA ENTRE NIVELES DE TRASLAPE NO DEBE SER MENOS QUE 12" O \W9.74885; \A1;LA MITAD DE LA MENOR DIMENCION DE LA COLUMNA. \A1;"A" \A1;4db \A1;db \A1;2\S1/2; " MIN. \A1;"A" \A1;8db \A1;db \A1;5.70 6db \A1;10.00 "A" \A1;T=2R \A1;\S3/8;" \A0;\C256;Ø \A1;DOBLEZ DE 90° \A1;\S3/8;" \A0;\C256;Ø \A1;DOBLEZ DE 135° \A1;6db 5 \A1;4" \A1;T=2R \A1;\S3/8;" \A0;\C256;Ø \A1;DOBLEZ DE 135° \A1;10.00 \A1;T=2R \A1;DOBLEZ DE 180° \A1;h=6.30 \A1;10.00 \A1;BARRA \A1;#3 \A1;#4 \A1;#5 \A1;D \A1;3.80 \A1;5.00 \A1;6.35 \A1;GANCHO 90° "A" \A1;10.00 \A1;11.40 \A1;15.00 \A1;GANCHO 135° "A" \A1;10.00 \A1;11.40 \A1;15.00 \A1;h \A1;6.30 \A1;7.60 \A1;9.50 \A1;DOBLEZ PARA ESTRIBOS (cms) \A1;DOBLEZ DE 90° \A1;DETALLE DOBLEZ PARA ESTRIBOS (cms) \A1;SIN ESCALA \A1;SIN ESCALA \A1;SIN ESCALA \A1;SIN ESCALA \A1;SIN ESCALA \A1;DETALLES DE ACERO DE REFUERZO EN COLUMNAS \A1;\S3/8;" \A0;\C256;Ø \A1;DETALLE DE GANCHO PARA LOS ANILLOS DE COLUMNAS \A1;h=6.30 \A1;9.50 \A1;SIN ESCALA 5 \A1;DI= 4db =3.80 \A1;#4 \A1;BARRA \A1;30 \A1;40 \A1;30 \A1;50 \A1;fc = 210kg/cm² \A1;fc = 280kg/cm³ \A1;fc = 350kg/cm² \A1;30 \A1;40 \A1;40 \A1;50 \A1;30 \A1;40 \A1;40 \A1;50 \A1;#5 \A1;#6 \A1;#7 \A1;#8 \A1;#9 \A1;#10 \A1;48 \A1;66 \A1;90 \A1;112 \A1;145 \A1;64 \A1;86 \A1;115 \A1;145 \A1;185 \A1;45 \A1;60 \A1;90 \A1;96 \A1;122 \A1;60 \A1;90 \A1;100 \A1;125 \A1;45 \A1;60 \A1;55 \A1;69 \A1;69 \A1;92 \A1;86 \A1;145 \A1;160 \A1;110 \A1;142 \A1;TRASLAPE PARA COLUMNAS (fy = 4200kg/cm²) PARA CONCRETO NORMAL MEDIDA EN cm \A1;50 \A1;66 \A1;84 \A1;115 \A1;150 \A1;190 \A1;241 \A1;BARRAS ESPACIADAS @MENOS DE 0.15 m C @ C \A1;A \A1;B \A1;A \A1;B \A1;A \A1;B \A1;C \A1;C \A1;50 \A1;66 \A1;90 \A1;100 \A1;130 \A1;165 \A1;210 \A1;C \A1;50 \A1;66 \A1;90 \A1;92 \A1;117 \A1;150 \A1;185 \A1;0.30 \A1;0.04 0.22 \A1;0.04 \A1;0.22 \A1;0.04 \A1;0.30 \A1;SECCION DE 0.30X 0.30 ACERO 8 # 5 ESTRIBOS # 3 @ 0.20 CONCRETO DE RECUBRIMIENTO =0.04m (4cm) \A1;PLANTA TIPICA PARA ACERO EN COLUMNAS \A1;SIN ESCALA

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, béton armé, columns, concrete, DETAIL, DWG, formwork, reinforced concrete, schalung, stahlbeton, steel