Tank Armor 600m3 Inhoff Type DWG Detail for AutoCAD

Tank armor – Details in unions

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

Subregional castle management, Termination ii stage drinking water, Topography qbda culqui baden concrete, Study management, O.r.r.o., Indicated, Lagunas sapillica, Lagoons, Ayabaca, Subregional office, Unit of studies, Of operations, flat, province:, approved, executed, reviewed, scale:, date, place:, location:, district:, Transv. Canchaque bellavista, Four columns of, break, Stirrups, Distributed layers, Rings, Rings, Radial steel, Steel distribution, Of the dome of, Rings, Radial steel in, In lower upper face, Rings in, In lower upper face, Rings, Canes, Rings, Radial steel, Of the dome of, Steel distribution, Rings, Vertical steel, Rings, Stirrups, See detail change of armor, Between sections, Line of change, Between sections, Armor change detail, Water stop, detail, Steel distribution, Roof over fireplace, Rings, Water stop, detail, Esc:

Raw text data extracted from CAD file:

\A1;0.30 \A1;0.10 \A1;0.10 \A1;0.25 \A1;0.20 \A1;0.25 \A1;2.375 \A1;R=6.30 \A1;R=6.00 \A1;R=14.05 \A1;0.09 \A1;0.10 \A1;0.05 \A1;0.60 \A1;0.10 \A1;0.60 \A1;0.10 \A1;2.34 \A1;4.26 \A1;0.15 \A1;1.50 \A1;1.90 \A1;2.20 \A1;0.15 \A1;4.28 \A1;0.50 \A1;0.50 \A1;20.60 \A1;2.09 \A1;2.09 \A1;10.60 \A1;1.40 \A1;0.40 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.20 C T A R P I U R A GERENCIA SUBREGIONAL “LUCIANO CASTILLO COLONNA” TERMINACION II ETAPA AGUA POTABLE TOPOGRAFIA QBDA CULQUI – BADEN DE CONCRETO DIRECCION DE ESTUDIOS DIRECCION DE ESTUDIOS O.S.R.O. S&S INDICADA 09/98 SAPILLICA DE LAGUNAS LAGUNAS AYABACA PL OFICINA SUBREGIONAL UNIDAD DE ESTUDIOS DE OPERACIONES PLANO N° PROVINCIA: APROBADO : SOFT&DIAGRAMACION: EJECUTADO : REVISADO : ESCALA: FECHA : LUGAR: LOCALIDAD: DISTRITO: TRANSV. CANCHAQUE BELLAVISTA \A1;0.50 \A1;0.50 \A1;0.10 C L 5 5 5 5 5 5 2.375 R=6.30 R=6.00 R=14.05 5 5 5 5 5 5 5 5 5 1% 5 5 5 5 5 CUATRO (04) COLUMNAS DE 0.20×0.30 DESCANSO DESCANSO 4d1/2″ ESTRIBOS d1/4″ @0.15 5 3 Capas d3/4″ @0.25 distribuidos @60° 5 5 d3/4″ @0.30 d1″ @2° d5/8″ @0.25 Anillos d1/2″ @0.20 5 Anillos d3/8″ @0.20 1d5/8″ @0.50+1d1/2″@0.50 Acero radial d3/4″ (ver distribución de acero de losa cúpula de fondo) Anillos d3/4″ @0.25 Acero radial 160d3/4″ en 360° en cara superior e inferior Anillos 160d3/4″ en 360° en cara superior e inferior 5 5 5 Anillos d5/8″ @0.20 @0.20 d1/2″ @0.20 Bastones d5/8″ @0.20 Bastones 128d3/8″ 1.40 Anillos d1/4″ @0.125 Acero radial d3/8″ de losa cúpula de techo) (ver distribución de acero Anillos d3/8″ @0.20 Acero vertical d3/8″ @0.125 d3/8″ @0.20 d3/8″ @0.20 2d5/8″ d3/8″ @0.20 Anillos 8 d5/8″ Estribos d3/8″ @0.30 5 5 5 d3/8″ @0.25 d3/8″ @0.25 d3/8″ @0.25 d3/8″ @0.25 5 5 d3/8″ @0.25 d3/8″ @0.25 VER DETALLE CAMBIO DE ARMADURA ENTRE SECCIONES A y B A B LINEA DE CAMBIO ENTRE SECCIONES A y B DETALLE CAMBIO DE ARMADURA 0.8879758579606687 0.8879758579606687 0.8879758579606687 0.8879758579606687 5 160d3/4″ en 360° Water Stop Water Stop Water Stop Water Stop Detalle “A” Detalle “B” Detalle “C” Detalle “D” DISTRIBUCION DE ACERO DE TECHO SOBRE CHIMENEA 5 5 5 Anillos d1/2″ d3/8″ @0.20 WATER STOP DETALLE “A” DETALLE “B” DETALLE “D” DETALLE “C” ESC: 1/40 ESC: 1/5 ESC: 1/10 ESC: 1/10 ESC: 1/10 ESC: 1/10 600m 3