Retaining Wall DWG Block for AutoCAD

Retaining Wall DWG Block for AutoCAD

Design of a retaining wall.

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

engineering, comments, reviews:, date, project:, location:, region :, province :, district :, arequipa, cercado arequipa, porongoche, structures, project code :, location and file name :, owner:, date: , sheet:, design :, ing. responsible :, plan: typical module, drawing cad:, revision :, scale:, -walls, -subzapata, resistance of concrete, it is not necessary to use subsoiling, general specifications, reinforcing steel, coatings, -zapatas, -solado, -filling, -type of foundation :, admissible pressure, floor cement, running shoes, floor study, subsoil of concrete cyclopean, running shoe, body wall, controlled filling, lower mesh, upper mesh, concrete subsoil cyclopean, approximate the best possible, to the limit of property without, vary the width of the shoe, detail of armed typical section, detail of armed face in contact with the ground, constructive sequence by alternating cloths, plant, typical cross section

Raw text data extracted from CAD file:

INGENIERIA \A1;1.10 \A1;4.39 \A1;2.50 \A1;22.60 \A1;1.10 \A1;4.39 \A1;3.35 \A1;2.50 \A1;2.50 \A1;3.35 \A1;4.39 \A1;1.10 \A1;22.67 \A1;2.50 \A1;3.35 \A1;1.02 \A1;4.39 \A1;3.35 1 2 3 4 5 8 7 6 1.100000000000364 4.385424846439037 2.49998797219223 22.59582473222963 2.044869760087749 3.349999551124256 1.024999992719131 4.385424846439037 3.349999551124256 1.099992477283195 4.38541767452989 3.350000071743125 2.50000180870893 2.50000180870893 3.35000007174358 4.385417674529435 1.099990093203814 22.6708216804509 A B C D E F G H I 9 \A1;4.50 \A1;4.00 \A1;3.20 \A1;0.25 \A1;0.35 \A1;0.20 \A1;1.40 \A1;0.60 \A1;6.00 \A1;4.00 \A1;0.25 \A1;0.20Mín. \A1;0.60 \A1;0.03 \A1;4.50 \A1;4.50 \A1;4.50 \A1;0.025 \A1;0.30 \A1;2.00 \A1;3.50 \A1;0.10 \A1;0.20 \A1;0.10 COMENTARIOS REVISIONES: FECHA # REV. PROYECTO : UBICACION : REGION: PROVINCIA: DISTRITO: AREQUIPA AREQUIPA CERCADO AREQUIPA Av. / Ca / Psje: PORONGOCHE ESTRUCTURAS CODIGO DE PROYECTO: UBICACION Y NOMBRE DE ARCHIVO: PROPIETARIO : 1/75 SET 2010 1/25 FECHA : E-01 LAMINA : DISEÑO: ING. RESPONSABLE: PLANO: MODULO TIPICO DIBUJO CAD : REVISION: MURO H= 6-5 m ESCALA : A1 - 1/75 1.CONCRETO ARMADO -MUROS -subzapata RESISTENCIA DEL CONCRETO No es necesario por utilizar subzapatas f'c=210kg/cm2 f'c=140 kg/cm2+25% de piedra de alta densidad ESPECIFICACIONES GENERALES ACERO DE REFUERZO RECUBRIMIENTOS VARILLAS Acero Grado 60 -ZAPATAS -MUROS 4.0 cm.al usar encofrado 3.0 cm. fy=4200 kg/cm2 -SOLADO -S/C = 1 Tnf/m2 (altura de relleno equivalente 0.53m) 2.SOBRECARGAS -RELLENO -TIPO DE CIMENTACION: -PRESION ADMISIBLE 4.CIMENTACION SUELO CEMENTO ZAPATAS CORRIDAS qt = 1.50 kg/cm2 ESTUDIO DE SUELOS 5 5 5 5 5 5 5 5 5 5 5 0.20Mín. 5 5 5 5 5 0.025 SUBZAPATA DE CONCRETO CICLOPEO ZAPATA CORRIDA CUERPO MURO RELLENO CONTROLADO SUELO CEMENTO 5 MALLA INFERIOR MALLA SUPERIOR d3/4"@0.20 (Inf.) d1/2"@0.20 (Inf.) d1/2"@0.20 (Sup.) d1/2"@0.20 (Sup.) subzapata concreto ciclópeo Aproximar lo mejor posible al límite de propiedad sin variar el ancho de la zapata subzapata concreto ciclópeo d1/2"@0.20 d5/8"@0.20 d5/8"@0.20 5 5 d3/4"@0.20 d5/8"@0.20 dowells d3/4"@0.20 d5/8"@0.20 d1/2"@0.20 subzapata concreto ciclópeo subzapata concreto ciclópeo subzapata concreto ciclópeo 5 5 7.0 cm.en contacto directo con terreno 5 d1/2"@0.20 d5/8"@0.20 d5/8"@0.20 dowells d3/4"@0.20 detalle de armado sección típica detalle de armado cara en contacto con el terreno 1 2 Secuencia constructiva por paños alternados Planta Sección transversal típica

Language	Spanish
Drawing Type	Block
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, block, Design, DWG, retaining, retaining wall, wall