Tensile Double Crossing DWG Block for AutoCAD

Tensile Double Crossing – Engineering Specifications

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

n.l.b.t., anchor plate of thick bevel thickness reinforcement stiffener in trabe of thickness stiffener column thickness mm main long long key double bevel thick reinforcement of thickness plate of reinforcement of thick vacuum angle of mounting, Construction axis axis of the steel column section key main lock steel short key double tensor steel brand with threaded end standard nut of diameter projection lasacero compression layer mounting bracket thickness, section, scale, Front side elevation, double tensor in short facade, n.l.a.t., n.l.a.l., rear side elevation, section, projection degrees.

Raw text data extracted from CAD file:

00 \A1;1.0 \A1;43.0 \A1;1.0 \A1;15.0 \A1;27.0 \A1;45.0 \A1;42.0 \A1;51.0 \A1;21.5 \A1;2.0 \A1;9.8 \A1;11.8 \A1;22.5 \A1;22.5 \A1;45.0 \A1;1.5 \A1;1.5 \A1;2.0 \A1;9.8 \A1;10.8 \A1;10.8 \A1;1.5 \A1;1.5 \A1;2.0 \A1;9.8 \A1;51.0 \A1;45.0 \A1;1.5 \A1;2.0 \A1;15.0 \A1;2.5 \A1;21.0 \A1;14.8 \A1;10.8 \A1;10.8 \A1;14.8 \A1;51.0 \A1;36.5 \A1;7.5 \A1;12.5 \A1;7.5 \A1;12.5 \A1;1.5 \A1;48.0 \A1;1.5 \A1;13.0 \A1;14.3 \A1;1.0 \A1;20.5 \A1;1.0 \A1;14.3 N.L.B.T. PLACA DE ANCLAJE DE 19MM DE ESPESOR CARTABON DE REFUERZO DE 19MM DE ESPESOR ATIESADOR EN TRABE DE 13MM DE ESPESOR ATIESADOR DE COLUMNA DE 13 MM DE ESPESOR TRABE PRINCIPAL LARGA CLAVE IFE-T.1 DOBLE CARTABON LARGO DE REFUERZO DE 13MM DE ESPESOR PLACA DE REFUERZO DE 13MM DE ESPESOR VACIO ANGULO DE MONTAJE 0 40° 33′ 18” E S P E C I F I C A C I O N E S P A R T I C U L A R E S EJE CONSTRUCTIVO EJE DE LA SECCION COLUMNA DE ACERO CLAVE IFE-C.1 TRABE PRINCIPAL CORTA DE ACERO CLAVE IFE-T.1 DOBLE TENSOR DE ACERO MARCA OS-21/2″X25 CON EXTREMO ROSCADO TUERCA STANDARD DE DIAMETRO 112°MM PROYECCION LOSACERO Y CAPA DE COMPRESION CARTELA DE MONTAJE DE 19MM DE ESPESOR 2 7 3 5 6 1 16 12 13 14 15 11 SECCION A-A’ 9 ESCALA 1:125 ALZADO LATERAL FRONTAL A A’ DOBLE TENSOR EN FACHADA CORTA 8 2 6 9 10 7 N.L.A.T. N.L.A.L. 10 |2\ 60-125 60 10 60-70 60 19 |2\ 480 19 |2\ 150 60 10 0.2562518707014441 0.2562518707014441 0.2562518707014441 0.2562518707014441 0.2562518707014441 0.2562518707014441 0.2562518707014441 0.1589845619004651 5 0.0 0.0 5 5 5 0.0 4 12 11 5 1 3 14 15 8 4 2 16 12 60-70 10 60-80 0.2583594823032667 0.2583530781011645 0.2582963118278607 0.2562518707014441 0.2562518707014441 0.2562518707014441 0.2562518707014441 0.2562518707014441 0.2562518707014441 0.2562518707014441 0.2562518707014441 1.526933257132857 0.2562518707014441 0.2562518707014441 0.2562518707014441 0.2562518707014441 0.2562518707014441 10 0.2562518707014441 0.2562518707014441 0.2562518707014441 0.2562518707014441 0.2562518707014441 0.2562518707014441 0.2562518707014441 0.2562518707014441 0.2562518707014441 0.2562518707014441 10 3 5 9 13 5 14 15 1 16 13 3 ALZADO LATERAL POSTERIOR SECCION B-B’ B’ B 4 8 10 D.22 Proyeccion a 45 grados. 5 5 5 5 5 5 5 5 5 10