Distribution Of Rebar In Concrete Slab, Isometric DWG Detail for AutoCAD

Distribution Of Rebar In Concrete Slab, Isometric DWG Detail for AutoCAD

Detail of reinforced concrete slab dende shows the distribution of reinforcing steel bars distributed to a proper understanding of parts was isometric drawing

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

university center uteg, architecture, medium girdle, outer girdle, medium girdle, swing, walking stick, straight rods, high part of the slab, lower part of the slab, high part of the slab, grade, standard hook table, rods, are of vr diameters, all the diameters of vr, degrees of minimum diameter size, bending rod, bending rod, for main reinforcement, diameters of, minimum rod, dipstick, measures on the inner side of the, diameter of vr., minimum diameter size, diameter of, fold, minimum rod, diameters of, of rod, diameters, fold, all the folding should be done, previous., diameters of, no no rod, in cold, diameter of, all other vrs. See table, for stirrups, anchorage, overlap, diameter, number, table of anchorage lengths overlap of rods in tension, Notes:, to the number, concrete have been, the values ​​in this table correspond to a steel, ii bars with more than cm. concrete under them, bars with no more than cm. concrete under them, rounded multiples of cm., recommend not overlapping older rods, should overlap more than in one, increase one for packs of rods, cross section, uteg, observations:, turn:, grade:, meters, quotas, scale:, date of delivery:, content:, student:, teacher:, theme:, north, n. sheet, armed slabs, ernesto barbosa, December, sergio juarez hdez.

Raw text data extracted from CAD file:

L 1/4 L 1/2 L 1/4 L CENTRO UNIVERSITARIO UTEG ARQUITECTURA L 1/4 L 1/2 L 1/4 L 1/2 L FAJA MEDIA 1/4 L FAJA EXTERNA 1/4 L FAJA EXTERNA 1/4 L FAJA EXTERNA 1/4 L FAJA EXTERNA 1/2 L FAJA MEDIA COLUMPIO BASTON VARILLAS RECTAS PARTE ALTA DE LA LOSA PARTE BAJA DE LA LOSA PARTE ALTA DE LA LOSA GRADO 60 TABLA DE GANCHOS ESTANDAR VARILLAS SON DE No.10 8 DIAMETROS DE VR TODAS LAS No.3-No.8 6 DIAMETROS DE VR GRADOS DE TAMAÑO DE DIAMETRO MINIMO VARILLA VARILLA DE DOBLEZ VARILLA DE DOBLEZ PARA REFUERZO PRINCIPAL 12 DIAMETROS DE VARILLA MINIMO VARILLA MEDIDAS EN EL LADO INTERIOR DE LA No.3-No.5 4 DIAMETROS DE VR. TAMANO DE DIAMETRO MINIMO DIAMETRO DE DOBLEZ VARILLA MINIMO 4 DIAMETROS DE o 135 DE VARILLA 6 DIAMETROS DOBLEZ TODO EL DOBLADO DEBERA HACERSE ANTERIOR. 6 DIAMETROS DE 12 DIAMETROS DE VARILLA DEL No 3 - No 5 VARILLA DEL No 6 - No 8 EN FRIO. DIAMETRO DE TODAS LAS OTRAS VRS. VER TABLA PARA ESTRIBOS ANCLAJE (CM) I I II II TRASLAPE (CM) 35 40 85 50 30 60 45 45 55 110 65 60 115 70 75 150 90 40 35 45 30 40 30 40 DIAMETRO NUMERO 4 5 8 6 3 1/2" 5/8" 1" 3/4" 3/8" 2.5 5/16" TABLA DE LONGITUDES DE ANCLAJE Y TRASLAPE DE VARILLAS EN TENSION NOTAS: AL NUMERO 8. fy=4200 kg/cm2 Y CONCRETO f'c=200 kg/cm2,Y SE HAN * LOS VALORES DE ESTA TABLA CORRESPONDEN A UN ACERO II BARRAS CON MAS DE 30 CM. DE CONCRETO BAJO ELLAS I BARRAS CON NO MAS DE 30 CM. DE CONCRETO BAJO ELLAS REDONDEADO A MULTIPLOS DE 5 CM. 4.SE RECOMIENDA NO TRASLAPAR VARILLAS MAYORES 3.NO SE DEBERA TRASLAPAR MAS DEL 33% EN UNA MISMA 1.SE AUMENTARA UN 20% PARA PAQUETES DE 3 VARILLAS 2.SE AUMENTARA UN 33% PARA PAQUETES DE 4 VARILLAS SECCION TRANSVERSAL UTEG OBSERVACIONES: TURNO: GRADO: METROS COTAS: ESCALA: FECHA DE ENTREGA: CONTENIDO: ALUMNO: MAESTRO: TEMA: NORTE N. LAMINA LOSAS ARMADAS ERNESTO BARBOSA DICIEMBRE 10 7 - A T/M SERGIO JUAREZ HDEZ.

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units
Footprint Area
Building Features
Tags	autocad, bars, béton armé, concrete, DETAIL, distribution, DWG, formwork, isometric, rebar, reinforced, reinforced concrete, reinforcing, schalung, shows, slab, stahlbeton, steel