Joints DWG Detail for AutoCAD

Joints DWG Detail for AutoCAD

DETAIL SPLICES – for designing structures / AS STANDARD.

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

beam beam, bending detail of stirrups, in columns beams, corrugated iron, standard hooks on rods, in the picture shown., in shape on beams, the reinforcing steel used, will be housed in concrete with, hooks which, should end in, the specified dimensions, column slab, note:, reinforcement joints, superior in, a length of, slab light, beam each side of, the column supports, they will not be allowed, the splices, will be located in the, central third, no more splicing, of the, armor in one, same section, rmax, slabs beams, overlap splices, slabs, beams, colum, stirrups, columns, in case of not splicing in the zones, for lightened flat beams steel, increase the splicing length by one, indicated the specified percentages, the lower part of the, equal splicing length for, consult the designer., for, note, not splicing more than the total area in, lower, reinforcement, anyone, values of, less, higher, higher, reinforcement, the same section.

Raw text data extracted from CAD file:

12.5 10.0 6.5 a(cm.) 1/4" 3/8" 1/2" d 2.5 2.0 1.3 r(cm.) 1/2" 3/4" 5/8" 1" 3/8" .15 .12 .25 .20 .30 d L(m) \A1;.05 \A1;L \A1;L -152.4298671692187 -152.4298671692187 -152.4298671692187 \A1;.15 \A1;.02 -153.4665031580878 -153.4665031580878 \A1;ESPECIFICADO \A1;a \A1;r \A1;ESPECIFICADO dDE COLUMNA,PLACA O VIGA -167.5181872026309 -167.5181872026309 -167.5181872026309 45° 45° -167.5181872026309 DETALLE DE DOBLADO DE ESTRIBOS EN COLUMNAS Y VIGAS \A1;L \A1;L \A1;L \A1;L DE FIERRO CORRUGADAS CUADRO DE GANCHOS STANDARD EN VARILLAS EN EL CUADRO MOSTRADO. EN FORMA LONGITUDINAL, EN VIGAS EL ACERO DE REFUERZO UTILIZADO SE ALOJARAN EN EL CONCRETO CON GANCHOS STANDARD, LOS CUALES Y VIGAS, DEBERAN TERMINAR EN LAS DIMENSIONES ESPECIFICADAS Y LOSA DE CIMENTACION, COLUMNA 5 G(cm) 5/8" 35 3/8" 20 3/4" 45 ø 1/2" 25 1/4" 15 NOTA: \A1;\Fsimplex.shx;G 5/8" 60 50 EMPALMES DEL REFUERZO SUPERIOR (NEGATIVO) EN UNA LONGITUD DE 1/4 DE LUZ DE LA LOSA O VIGA A CADA LADO DE LA COLUMNA O APOYO NO SE PERMITIRAN 3/4" 70 60 1" 120 90 10 cm 15 cm LOS EMPALMES L SE UBICARAN EN EL TERCIO CENTRAL NO SE EMPALMARAN MAS DEL 50% DE LA ARMADURA EN UNA MISMA SECCION Ø 1/4" 3/8" L Rmax 1.5 cm 2.0 cm LOSAS Y VIGAS L TRASLAPES Y EMPALMES Ø LOSAS VIGAS (cm) (cm) 6 mm 8 mm 3/8" 1/2" 30 40 50 30 40 - COLUM ESTRIBOS COLUMNAS L L L B- EN CASO DE NO EMPALMARSE EN LAS ZONAS C- PARA ALIGERADOS Y VIGAS CHATAS EL ACERO 1" 1.15 1.00 1.30 0.40 0.40 0.60 0.50 3/8" 1/2" 3/4" 5/8" 0.40 0.40 0.55 0.45 0.50 0.45 0.75 0.60 AUMENTAR LA LONGITUD DE EMPALME EN UN 70% o INDICADAS O LOS PORCENTAJES ESPECIFICADOS INFERIOR SE EMPALMARA SOBRE LOS APOYOS,SIENDO LA LONGITUD DE EMPALME IGUAL A 25cm. PARA ø3/8" Y CONSULTAR AL PROYECTISTA. 35cm. PARA ø1/2" Y 5/8". NOTA A- NO EMPALMAR MAS DEL 50% DEL AREA TOTAL EN INFERIOR REFUERZO h CUALQUIERA VALORES DE m ø DE 0.30 h MENOR SUPERIOR DE 0.30 h MAYOR REFUERZO UNA MISMA SECCION.

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, barn, cover, dach, designing, DETAIL, details, DWG, hangar, joints, lagerschuppen, roof, shed, standard, structure, structures, terrasse, toit