Contention Wall Cantilever DWG Block for AutoCAD

Concrete armed wall of contention design by the norm ACI with iron schedule

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

Pos, scheme, Lunit, Lto, P.unit, Ptoto, total, Sheet: single, Scale: indicated, Rev., draft:, retaining wall, Pos, scheme, Lunit, Lto, P.unit, Ptoto, total, Sheet of iron for m. Width of wall, General notes: characteristic of the creep concrete of the specific steel of the admissible concrete of the soil cm maximum of aggregate mm the dimensions are in meters diameters of the steels are in mm aci

Raw text data extracted from CAD file:

0,7 0,8 2,8 5 0,3 0,3 0,6 1 Pos ESQUEMA a b c d L.unit N° L.tot d P.unit P.tot (m) (m) (m) (m) (m) m (m) (mm) (kg/m) (kg) 1 4.20 4.20 7 29.40 16 1.58 46.45 2 1.00 1.00 30 30.00 12 0.89 26.70 3 3.05 3.05 5 15.25 20 2.47 37.67 4 2.31 2.31 5 11.55 25 3.85 44.47 5 3.18 3.18 5 15.90 16 1.58 25.12 6 5.27 5.27 5 26.35 20 2.47 65.08 7 1.00 1.00 5 5.00 16 1.58 7.90 8 5.39 5.39 5 26.95 20 2.47 66.57 TOTAL 319.96 5 5 5 5 5 5 5 5 1 16 d 16 4.20 m 4 25 d 20 2.31 m 5 16 d 20 3.18 m 6 20 d 20 5.27 m 7 16 d 20 7 16 d 20 8 20 d 20 5.39 m 3 16 d 20 3.05 m 2 12 d 14 1 16 d 16 4.20 m 2 12 d 14 7 16 d 20 7 16 d 20 6 20 d 20 5.27 m 5 16 d 20 3.18 m 4 25 d 20 2.31 m 8 20 d 20 5.39 m LAMINA: Unica ESCALA: Indicada REV. Proyecto: MURO DE CONTENCIÓN # 1 Pos ESQUEMA a b c d L.unit N° L.tot d P.unit P.tot (m) (m) (m) (m) (m) m (m) (mm) (kg/m) (kg) 1 4.20 4.20 7 29.40 16 1.58 46.45 2 1.00 1.00 30 30.00 12 0.89 26.70 3 3.05 3.05 5 15.25 20 2.47 37.67 4 2.31 2.31 5 11.55 25 3.85 44.47 5 3.18 3.18 5 15.90 16 1.58 25.12 6 5.27 5.27 5 26.35 20 2.47 65.08 7 1.00 1.00 5 5.00 16 1.58 7.90 8 5.39 5.39 5 26.95 20 2.47 66.57 TOTAL 319.96 PLANILLA DE FIERROS PARA 1 m. DE ANCHO DE MURO NOTAS GENERALES: -Resistencia caracteristica del hormigón 180 kg/cm2 -Resistencia de fluencia del acero 5000 kg/cm2 -Peso Especifico del hormigón 2500 kg/cm2 -Capacidad admisible del suelo 1.6 kg/cm2 -Recubrimiento 5 cm -Dosificasión 1:2:3 -Tamaño máximo de agregado 40 mm -Todas las dimensiones estan en metros -Los diámetros de los aceros estan en mm -Norma ACI 318 – 95