Tank Foundation DWG Block for AutoCAD

Tank Foundation DWG Block for AutoCAD

PLANES OF FOUNDATION STEEL TANK.

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

Circumferential rings cms. About bayonets, Vrs. Cms. C.a.c. In grid, Bayonets cms. Radial, detail, concrete, Cut b ‘, Armando de zapata, Setting of, Reinforced concrete rated resistance. The nominal strength of the concrete shown in the table is the minimum the maximum aggregate is the largest maximum size the maximum slump. Element resistance foundation is recommended to use curcrete for large-scale slabs of concrete must be premixed with aggregate-type cement slump the ratio of water cement must not exceed, Reinforcing steel the steel of sera of the following characteristics: type of steel esf. Of fluence vrs. Gr. F’y the protection of the rods with the outside will be done with the one which will be: on contact with the ground …………………….. Mm, Design criteria wind speed kph seismic criterion ground area type ii ground capacity

Raw text data extracted from CAD file:

\A1;0.15 \A1;0.20 \A1;0.40 \A1;1.00 \A1;1.00 \A1;0.25 \A1;12.50 \A1;1.00 \A1;0.25 \A1;1.00 \A1;17.00 \A1;0.60 \A1;0.80 \A1;1.00 \A1;0.60 \A1;0.60 \A1;0.40 \A1;1.00 \A1;0.75 \A1;0.25 \A1;0.75 \A1;3.00 \A1;0.05 \A1;0.20 \A1;0.30 \A1;0.12 \A1;0.75 \A1;0.25 \A1;0.40 \A1;0.80 \A1;0.50 \A1;0.30 \A1;0.38 \A1;1.75 \A1;0.35 \A1;0.20 \A1;0.05 . 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ANILLOS CIRCUNFERENCIALES @20 CMS. SOBRE BAYONETAS VRS. 5/8" @ 8 CMS. C.A.C. EN CUADRICULA BAYONETAS 1/2" @ 20 CMS. RADIALES DETALLE "X" CONCRETO F'C=250 KG/CM2 0.60 0.60 0.40 1.00 0.75 0.25 0.75 3.00 0.05 0.20 0.30 0.12 0.75 0.25 0.40 0.80 0.50 0.30 0.38 1.75 0.35 CORTE B - B' ARMANDO DE ZAPATA ARMANDO DE "PLACA" 0.20 0.05 1. CONCRETOS REFORZADOS \W7.73192; 1.1.- RESISTENCIA NOMINAL. LA RESISTENCIA NOMINAL DEL CONCRETO MOSTRADA \W7.73192; EN LA TABLA ES LA MÍNIMA A LOS 28 DÍAS, EL AGREGADO MÁXIMO ES EL \W7.73192; MAYOR TAMAÑO MÁXIMO Y EL REVENIMIENTO EL MÁXIMO. \W7.73192; \W7.73192; ELEMENTO RESISTENCIA (kg/cm2) \W7.73192; CIMENTACIÓN 250 \W7.73192; 1.2.- SE RECOMIENDA UTILIZAR CURACRETO PARA LOSAS DE GRAN EXTENSIÓN \W7.73192; (MAYORES DE 300 M2) \W7.73192; 1.3.- EL CONCRETO DEBERÁ SER PREMEZCLADO CON CEMENTO TIPO I \W7.73192; AGREGADO REVENIMIENTO \W7.73192; (PULGADAS) (CENTÍMETROS) \W7.73192; 1 1/2 " 10 \W7.73192; 1.4.- LA RELACIÓN DE AGUA CEMENTO NO DEBERÁ EXCEDER DE 0.47 LB/LB 2. ACERO DE REFUERZO \W7.73192; 2.1.- EL ACERO DE REFUERZO, SERA DE LAS SIGUIENTES CARACTERÍSTICAS: \W7.73192; TIPO DE ACERO ESF. DE FLUENCIA \W7.73192; VRS. # 4 (A615 GR. 60) \W7.73192; F'y = 4200 (KG/CM2) \W7.73192; 2.2.- LA PROTECCIÓN DE LAS VARILLAS CON EL EXTERIOR SE HARÁ CON EL \W7.73192; RECUBRIMIENTO, EL CUAL SERÁ: \W7.73192; AL CONTACTO CON EL SUELO .............................. 76 mm 3. CRITERIOS DE DISEÑO \W7.73192; 3.1.- VELOCIDAD DE VIENTO 160 KPH \W7.73192; 3.2.- CRITERIO SÍSMICO ZONA C TERRENO TIPO II 3.2.- CAPACIDAD DEL TERRENO 10 TON/M2

Language	Spanish
Drawing Type	Block
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, block, distribution, DWG, fornecimento de água, FOUNDATION, kläranlage, l'approvisionnement en eau, PLANES, steel, supply, tank, treatment plant, wasserversorgung, water