Strengthening Cantilever Concrete DWG Section for AutoCAD

The reinforcement of the cantilever is specifically attach a metallic element; calculated according to the generated load deck. One consists of flexural reinforcement as the concrete section is sufficient.

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

esc, load longitudinally with mortar, rough surface, min, min., max., vertical drilling brick, to load with mortar, license plate, the different dimensions, are expressed, in mm., license plate, beam, license plate, longitudinal reinforcement, beam width, threaded for the reception of steel profile, with prefabricated, threaded screw, steel profile, cantilever plate, particular column, washers, threaded nut for the reception of steel profile, with prefabricated, sikadur anchorfix, particular column, concrete beam, column, transverse reinforcement, cantilever plate, profile of, sikadur anchorfix, crossbeam regatta, repaired with repair mortar, sikatop plus, concrete wall, crossbeam regatta, repaired with repair mortar, sikatop plus, crossbeam regatta, repaired with repair mortar, sikatop plus, crossbeam regatta, repaired with repair mortar, sikatop plus, grade long screw:, anchors with beam perforations, profile, anchor detail, screwed with epoxy, profile detail, dimensions, similar profile

Raw text data extracted from CAD file:

C O R T E T I P I C O F A C H A D A ESC : 1: 10 1 Ø 3/8″ c./.50 CARGAR LONGITUDINALMENTE CON MORTERO SUPERFICIE RUGOSA Min .05 Min. .07 Max. .05 LADRILLO DE PERFORACION VERTICAL CARGAR CON MORTERO PLACA \A1;2.23 \A1;0.60 \A1;0.20 \A1;0.15 \A1;1.50 \A1;0.29 \A1;0.21 \A1;1.23 \A1;0.45 \A1;4.91 \A1;0.45 \A1;3.37 \A1;0.20 \A1;0.20 \A1;0.60 \A1;0.40 \A1;0.35 \A1;0.15 \A1;2.52 \A1;0.30 \A1;2.63 \A1;0.45 \A1;3.26 \A1;0.40 \A1;0.60 \A1;0.20 \A1;0.35 \A1;0.21 \A1;0.09 \A1;0.35 \A1;0.20 \A1;0.47 Las diferentes cotas están expresadas en mm. 5 5 5 5 5 5 5 5 5 PLACA VIGA VIGA VIGA PLACA 5 C O R T E LONGITUDINAL REFUERZO 14.8 MM ANCHO VIGA 5 -Varilla roscada de Ø 2″, para la recepcion de perfil de acero de acero, con orificios prefabricados de 2″ TORNILLO ROSCADO #12; 1 1/2″; 32MM Perfil de acero C 5×9 (127×47.9×8.10)mm PLACA EN VOLADIZO COLUMNA EN CONCRETO 5 Arandelas de 3/8” 14.8MM – Tuerca roscada de Ø 2 1/16″, para la recepcion de perfil de acero de acero, con orificios prefabricados de 1 1/2″ 31MM Sikadur Anchorfix 4 (10MM) COLUMNA EN CONCRETO Concreto viga 5 COLUMNA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C O R T E TRANSVERSAL REFUERZO PLACA EN VOLADIZO Perfil C de 8×21.25 203,20×67,00MM E=14,8MM Sikadur Anchorfix 4 10.0MM Regata en viga transversal reparado con mortero de reparacion Sikatop 122 Plus MURO EN CONCRETO Regata en viga transversal reparado con mortero de reparacion Sikatop 122 Plus Regata en viga transversal reparado con mortero de reparacion Sikatop 122 Plus Regata en viga transversal reparado con mortero de reparacion Sikatop 122 Plus GRADO 60 Long tornillo: 500MM Anclajes con perforaciones a viga 5 5 5 5 5 \A1;14.80mm \A1;173.60mm \A1;203.20mm \A1;67.00mm Perfil C 8×21.25 \A1;5000.0mm DETALLE DE ANCLAJE ATORNILLADO Y CON EPÓXICO DETALLE DE PERFIL DIMENSIONES UPN-220 1:10 \A1;0.08 \A1;0.22 PERFIL SIMILAR