Lightened Plan DWG Plan for AutoCAD

Plan

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

splice will be increased by one third., overlapping splices of corrugated bars, if more than half of the bars are spliced ​​within a required length of, bars within a required length of overlap type b splices should be used., if they were strictly necessary if less than half of the, splices in areas of high stress should preferably be, where is the length of the ld is the length of development in traction., Form the requirements of the splices called types but never less, The minimum length of overlap in splices overlapped in tension shall be, f and db not less than cm. for f’c smaller than the length of, development in indicated compression should also be greater equal, The minimum length of an overlap joint in compression shall be the length of, cm., overlap type c splice should be used., splice type ld, subject comprension, Traction subject, development length, details, beam, additional stirrups:, unscaled, when it will be measured, principle of doubles, the length from, lower bar, top bar, bar, lower, higher, of the, hook, length, hooks, length, of the, hook, hooks, hooks, length, of the, hook, development lengths, for traction corrugated bars, f’c, lower bars, f’c, top bars, long development in cm., long development in cm., detail of girder beam, for confinement of partitions, cut, stirrups in using rto., empty, scale, ceiling lightened floor, joists, joists, joists, joists, joists, joists, joists, joists, joists, joists, joists, joists, empty, scale, ceiling lightened floor, joists, joists, joists, joists, joists, joists, joists, joists, joists, joists, joists, stirrups, stirrups, stirrups, stirrups, principal, esc:, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, principal, esc:, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, secondary, esc:, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, secondary, esc:, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, stirrups, secondary, esc:, section, section, section, section, section, section, section, section, of beams portico up, esc:, section, section, section, section, of beams portico up, esc:, lower bar, top bar, See table, additional stirrups, additional stirrups, additional stirrups, See table, additional stirrups, esc, final section, intermediate section, Column beam meeting detail, beams, slabs, f’c, other elements, free, masonry compression, solid brick kk clay, specific weight masonry, finishes, overload, Technical specifications, beams slabs, v

Raw text data extracted from CAD file:

\A1;21.38 \A1;4.00 \A1;3.10 \A1;2.60 \A1;4.50 \A1;3.18 \A1;20.63 \A1;4.00 \A1;3.10 \A1;2.55 \A1;4.55 \A1;14.80 \A1;3.60 \A1;2.75 \A1;4.95 \A1;14.80 \A1;3.50 \A1;3.60 \A1;2.75 \A1;4.95 \A1;3.25 \A1;3.25 \A1;3.18 \A1;3.50 \A1;1.40 \A1;1.20 \A1;1.20 \A1;1.40 \A1;1.40 \A1;.90 \A1;1.20 \A1;1.20 \A1;.70 \A1;.90 \A1;.90 \A1;.75 \A1;.75 \A1;1.40 \A1;1.40 \A1;.90 \A1;.60 \A1;.70 \A1;.90 \A1;.70 \A1;.90 \A1;1.20 \A1;1.20 \A1;.90 \A1;.90 \A1;21.38 \A1;4.00 \A1;3.10 \A1;2.60 \A1;4.50 \A1;3.18 \A1;20.63 \A1;4.00 \A1;3.10 \A1;2.55 \A1;4.55 \A1;14.80 \A1;3.60 \A1;2.75 \A1;4.95 \A1;14.80 \A1;3.50 \A1;3.60 \A1;2.75 \A1;4.95 \A1;.70 \A1;.90 \A1;1.20 \A1;1.20 \A1;.70 \A1;.90 \A1;.70 \A1;.90 \A1;1.20 \A1;1.20 \A1;.90 \A1;.90 \A1;3.25 \A1;3.25 \A1;3.18 \A1;3.50 \A1;1.20 \A1;1.20 \A1;1.40 \A1;1.40 \A1;.90 \A1;.90 \A1;.75 \A1;.75 \A1;1.40 \A1;1.40 \A1;.90 \A1;.60 \A1;3.25 \A1;4.00 \A1;3.10 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.80 \A1;1.40 \A1;1.40 \A1;1.40 \A1;1.40 \A1;.80 \A1;.80 \A1;.80 \A1;3.25 \A1;4.00 \A1;3.10 \A1;2.55 \A1;4.55 \A1;.30 \A1;.40 \A1;.30 \A1;.40 \A1;.30 \A1;.40 \A1;.30 \A1;.40 \A1;.40 \A1;.40 \A1;.40 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.40 \A1;.40 \A1;.30 \A1;.40 \A1;.30 \A1;.40 \A1;.30 \A1;1.40 \A1;1.40 \A1;1.40 \A1;1.40 \A1;3.25 \A1;4.00 \A1;3.10 \A1;2.55 \A1;4.55 \A1;.40 \A1;.40 \A1;.40 \A1;.40 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;1.40 \A1;1.40 \A1;1.40 \A1;3.60 \A1;2.75 \A1;1.15 \A1;1.15 \A1;1.00 \A1;.40 \A1;.40 \A1;.40 \A1;.40 \A1;.35 \A1;.35 \A1;.35 \A1;.35 \A1;3.60 \A1;2.75 \A1;1.15 \A1;1.15 \A1;1.00 \A1;.40 \A1;.40 \A1;.40 \A1;.40 \A1;.35 \A1;.35 \A1;.35 \A1;.35 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.40 \A1;.30 \A1;3.18 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.40 \A1;.30 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.00 \A1;1.30 \A1;3.50 \A1;4.95 \A1;1.10 \A1;1.00 \A1;1.00 \A1;1.30 \A1;1.30 \A1;1.00 \A1;1.00 \A1;1.15 \A1;1.15 \A1;1.10 \A1;1.00 \A1;.35 \A1;.40 \A1;1.10 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.30 \A1;1.30 \A1;3.50 \A1;4.95 \A1;1.10 \A1;1.00 \A1;1.00 \A1;1.30 \A1;1.30 \A1;1.10 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.30 \A1;1.30 \A1;1.10 \A1;1.00 \A1;.35 \A1;.40 \A1;1.10 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.30 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;.35 \A1;.40 \A1;.35 \A1;.40 \A1;.35 \A1;.40 0.35 0.30 0.35 0.30 0.35 0.30 0.40 0.30 0.40 0.30 0.40 0.30 0.40 0.30 0.40 0.30 0.30 0.30 0.30 0.40 0.30 0.30 0.30 0.40 \A1;11.61 . .20 .20 . . . . .20 .20 empalme será incrementada en un tercio. EMPALMES TRASLAPADOS DE BARRAS CORRUGADAS Si se empalma más de la mitad de las barras dentro de una longitud requerida de – barras dentro de una longitud requerida de traslape se deberá usar empalmes Tipo B. bargo, si fueran estrictamente necesarios y si se empalma menos de la mitad de las – Los empalmes en zonas de esfuerzos altos deben preferentemente evitarse, sin em- Donde le es la longitud del empalme, y ld es la longitud de desarrollo en tracción. forme a los requisitos de los empalmes denominados tipos B o C, pero nunca menos – La longitud mínima del traslape en los empalmes traslapados en tracción será con- a 0.007 fy db y no menor a 30 cm. Para f’c menor de 210 kg/cm2, la longitud de desarrollo en compresión indicada anteriormente, debiendo ser además mayor o igual – La longitud mínima de un empalme traslapado en compresión será la longitud de a 30 cm. traslape se deberá usar empalme Tipo C. Empalme Tipo C le = 1.7 ld Empalme Tipo B le = 1.3 ld SUJETAS A COMPRENSION SUJETAS A TRACCION LONGITUD DE DESARROLLO DETALLES ESTRUCTURALES(Proceso Constructivo) Ø3/8″@.15 VIGA Estribos Adicionales: SIN ESCALA CUANDO h=30 CM, SE MEDIRA PRINCIPIO DE DOBLES A 90º LA LONGITUD “L” A PARTIR DEL h 2/3h 1/3h Barra Inferior Barra Superior L BARRA Inferior Superior 5/8″ 1/2″ 3/8″ 1″ 3/4″ 45 60 35 45 30 35 50 70 125 90 L L \A1;L/3 \A1;L/4 \A1;m \A1;L/4 \A1;L/4 \A1;L/4 \A1;L/3 \A1;L/3 \A1;m \A1;H .30 .05 15 .20 .30 .10 .10 .30 \A1;C \A1;D \A1;A=ARCO \A1;ARCO = A \A1;D \A1;C \A1;ARCO = A \A1;C \A1;D 3/4″ 5/8″ 1″ 24.50 21.26 31.04 8.74 10.50 11.46 9.54 13.96 15.24 35.00 30.00 45.00 1/2″ 3/8″ 5 5 18.02 14.77 C(cm) 6.98 5.23 A(cm) 7.62 5.71 D(cm) del 25.00 20.00 Gancho Longitud 5 GANCHOS A 90° 1″ 3/4″ 5/8″ 3/8″ 1/2″ 17.48 21.00 27.93 9.54 11.46 15.24 7.62 9.00 12.07 25.00 30.00 40.00 5 5 Longitud del A(cm) D(cm) 10.45 13.96 5.71 7.62 9.55 11.04 C(cm) Gancho 20.00 25.00 5 GANCHOS A 180° 11.43 15.24 5/8″ 3/4″ 6.35 1″ 37.50 27.50 19.05 15.88 17.92 11.22 50.00 25.40 23.02 D(cm) GANCHOS A 135° 3/8″ 1/2″ 3.81 5.08 A=ARCO D 5 Longitud del 17.50 Gancho 20.00 12.70 9.53 C(cm) 8.97 6.73 A(cm) LONGITUDES DE DESARROLLO PARA BARRAS CORRUGADAS A TRACCION 45.00 210.00 30.00 35.00 35.00 1/2″ f’c 210.00 175.00 3/8″ 30.00 30.00 BARRAS INFERIORES 45.00 1/2″ f’c 3/8″ 35.00 175.00 BARRAS SUPERIORES 125.00 70.00 60.00 1″ 90.00 95.00 3/4″ 50.00 50.00 5/8″ 45.00 45.00 Long. desar. en cm. Fy = 4200 kg/cm2 1″ 130.00 3/4″ 5/8″ 60.00 70.00 Long. desar. en cm. Fy = 4200 kg/cm2 \A1;.15 \A1;.10 (Escala 1/25) (Escala 1/25) DETALLE DE VIGA DE ARRIOSTRE PARA CONFINAMIENTO DE TABIQUES V-A(0.15×0.10) CORTE 50.80926251383229 Estribos en “C” : Usar 1@.05 Rto. @ 0.20 a/s \A1;1d3/8″ \A1;1d3/8″ 50.80926251383229 \A1;.20 \A1;.05 \A1;.15 \A1;.15 VACIO 5 A B C D G E F 5 5 5 5 5 5 5 A B C D G E F 5 5 5 5 5 5 5 1 2 3 4 5 5 5 5 5 1 2 3 4 5 5 5 5 5 5 1 d 1/2″ 1 d 1/2″ 1 d 1/2″ 1 d 1/2″ 1 d 1/2″ 1 d 1/2″ 1 d 1/2″ 1 d 1/2″ 1 d 1/2″ 1 d 1/2″ 1 d 1/2″ 1 d 1/2″ 1 d 1/2″ 1 d 1/2″ 1 d 1/2″ 1 d 1/2″ 1 d 1/2″ 1 d 1/2″ 1 d 1/2″ 1 d 1/2″ 1 d 1/2″ 1 d 1/2″ 1 d 1/2″ 1 d 1/2″ 1 d 1/2″ 1 d 1/2″ 1 d 1/2″ 1 d 1/2″ 1 d 1/2″ 1 d 1/2″ 1 d 1/2″ 1 d 1/2″ 1 d 1/2″ V-A01(0.30×0.40) V-A01(0.30×0.35) V-A01(0.30×0.35) V-B01(0.25×0.35) V-B01(0.25×0.35) V-B01(0.25×0.35) V-B01(0.25×0.40) V-C01(0.25×0.35) V-C01(0.25×0.35) V-C01(0.25×0.40) V-D01(0.25×0.35) V-D01(0.25×0.35) V-D01(0.25×0.35) V-D01(0.25×0.40) V-E01(0.30×0.40) V-E01(0.30×0.40) V-F01(0.30×0.40) V-F01(0.30×0.40) V-G01(0.30×0.40) V-101(0.30×0.30) V-101(0.30×0.30) V-101(0.30×0.30) V-101(0.30×0.40) V-201(0.30×0.30) V-201(0.30×0.30) V-201(0.30×0.30) V-201(0.30×0.30) V-201(0.30×0.40) V-201(0.30×0.40) V-301(0.30×0.30) V-301(0.30×0.30) V-301(0.30×0.30) V-301(0.30×0.30) V-301(0.30×0.40) V-301(0.30×0.40) V-401(0.30×0.30) V-401(0.30×0.30) V-401(0.30×0.30) V-501(0.30×0.30) V-501(0.30×0.30) V-501(0.30×0.30) 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ESCALA : 1/50 TECHO ALIGERADO 1ER PISO 08 VIGUETAS 07 VIGUETAS 08 VIGUETAS 08 VIGUETAS 08 VIGUETAS 07 VIGUETAS 08 VIGUETAS 11 VIGUETAS 11 VIGUETAS 08 VIGUETAS 09 VIGUETAS 11 VIGUETAS VACIO 5 A B C D G E F 5 5 5 5 5 5 5 A B C D G E F 5 5 5 5 5 5 5 1 2 3 4 5 5 5 5 5 1 2 3 4 5 5 5 5 5 5 1 d 1/2″ 1 d 1/2″ 1 d 1/2″ 1 d 1/2″ 1 d 1/2″ 1 d 1/2″ 1 d 1/2″ 1 d 1/2″ 1 d 1/2″ 1 d 1/2″ 1 d 1/2″ 1 d 1/2″ 1 d 1/2″ 1 d 1/2″ 1 d 1/2″ 1 d 1/2″ 1 d 1/2″ 1 d 1/2″ 1 d 1/2″ 1 d 1/2″ 1 d 1/2″ 1 d 1/2″ 1 d 1/2″ 1 d 1/2″ 1 d 1/2″ 1 d 1/2″ 1 d 1/2″ 1 d 1/2″ 1 d 1/2″ 1 d 1/2″ 1 d 1/2″ 1 d 1/2″ V-A02(0.30×0.40) V-A02(0.30×0.35) V-A02(0.30×0.35) V-B02(0.25×0.35) V-B02(0.25×0.35) V-B02(0.25×0.35) V-B02(0.25×0.40) V-C02(0.25×0.35) V-C02(0.25×0.35) V-C02(0.25×0.40) V-D02(0.25×0.35) V-D02(0.25×0.35) V-D02(0.25×0.35) V-D02(0.25×0.40) V-E02(0.30×0.40) V-E02(0.30×0.40) V-F02(0.30×0.40) V-F02(0.30×0.40) V-G02(0.30×0.40) V-102(0.30×0.30) V-102(0.30×0.30) V-102(0.30×0.30) V-102(0.30×0.40) V-202(0.30×0.30) V-202(0.30×0.30) V-202(0.30×0.30) V-202(0.30×0.30) V-202(0.30×0.40) V-202(0.30×0.40) V-302(0.30×0.30) V-302(0.30×0.30) V-302(0.30×0.30) V-302(0.30×0.30) V-302(0.30×0.40) V-302(0.30×0.40) V-402(0.30×0.30) V-402(0.30×0.30) V-402(0.30×0.30) V-502(0.30×0.30) V-502(0.30×0.30) V-502(0.30×0.30) 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ESCALA : 1/50 TECHO ALIGERADO 2º, 3º Y 4º PISO 08 VIGUETAS 07 VIGUETAS 08 VIGUETAS 08 VIGUETAS 08 VIGUETAS 07 VIGUETAS 08 VIGUETAS 11 VIGUETAS 08 VIGUETAS 09 VIGUETAS 11 VIGUETAS Ø 6mm (3/8″) – 1@ 0.05, 4@0.10, 2@0.15, Rto@0.20 5 5 5 5 5 5 1Ø5/8″ 2Ø5/8″ 1Ø5/8″ 1Ø5/8″ 1Ø5/8″ 1Ø5/8″ 1Ø5/8″ 2Ø5/8″ 3Ø5/8″ 3Ø5/8″ 2Ø5/8″ 2Ø5/8″ 2Ø5/8″ 3Ø5/8″ 5 5 5 5 1 2 3 4 5 20 ESTRIBOS Ø 6mm (3/8″) – 1@ 0.05, 4@0.10, 2@0.15, Rto@0.20 22 ESTRIBOS Ø 6mm (3/8″) – 1@ 0.05, 4@0.10, 2@0.15, Rto@0.20 17 ESTRIBOS Ø 6mm (3/8″) – 1@ 0.05, 4@0.10, 2@0.15, Rto@0.20 28 ESTRIBOS \LPORTICO PRINCIPAL A-A ESC: 1/50 5 5 5 5 5 1Ø5/8″ 2Ø5/8″ 1Ø5/8″ 1Ø5/8″ 1Ø5/8″ 1Ø5/8″ 1Ø5/8″ 2Ø5/8″ 3Ø5/8″ 3Ø5/8″ 2Ø5/8″ 2Ø5/8″ 2Ø5/8″ 3Ø5/8″ 5 5 5 5 2Ø5/8″ 1Ø5/8″ 1Ø5/8″ 1Ø5/8″ 2Ø5/8″ 3Ø5/8″ 3Ø5/8″ 2Ø5/8″ 2Ø5/8″ 2Ø5/8″ 2Ø5/8″ 5 5 5 5 2Ø5/8″ 1Ø5/8″ 1Ø5/8″ 1Ø5/8″ 2Ø5/8″ 2Ø5/8″ 2Ø5/8″ 2Ø5/8″ 2Ø5/8″ 2Ø5/8″ 2Ø5/8″ 5 5 5 5 5 5 5 5 5 5 5 Ø 6mm (3/8″) – 1@ 0.05, 4@0.10, 2@0.15, Rto@0.20 20 ESTRIBOS Ø 6mm (3/8″) – 1@ 0.05, 4@0.10, 2@0.15, Rto@0.20 22 ESTRIBOS Ø 6mm (3/8″) – 1@ 0.05, 4@0.10, 2@0.15, Rto@0.20 17 ESTRIBOS Ø 6mm (3/8″) – 1@ 0.05, 4@0.10, 2@0.15, Rto@0.20 28 ESTRIBOS Ø 6mm (3/8″) – 1@ 0.05, 4@0.10, 2@0.15, Rto@0.20 20 ESTRIBOS Ø 6mm (3/8″) – 1@ 0.05, 4@0.10, 2@0.15, Rto@0.20 22 ESTRIBOS Ø 6mm (3/8″) – 1@ 0.05, 4@0.10, 2@0.15, Rto@0.20 17 ESTRIBOS Ø 6mm (3/8″) – 1@ 0.05, 4@0.10, 2@0.15, Rto@0.20 28 ESTRIBOS Ø 6mm (3/8″) – 1@ 0.05, 4@0.10, 2@0.15, Rto@0.20 20 ESTRIBOS Ø 6mm (3/8″) – 1@ 0.05, 4@0.10, 2@0.15, Rto@0.20 22 ESTRIBOS Ø 6mm (3/8″) – 1@ 0.05, 4@0.10, 2@0.15, Rto@0.20 17 ESTRIBOS Ø 6mm (3/8″) – 1@ 0.05, 4@0.10, 2@0.15, Rto@0.20 28 ESTRIBOS Ø 6mm (3/8″) – 1@ 0.05, 4@0.10, 2@0.15, Rto@0.20 5 5 5 5 5 5 1Ø5/8″ 2Ø5/8″ 1Ø5/8″ 1Ø5/8″ 1Ø5/8″ 1Ø5/8″ 1Ø5/8″ 2Ø5/8″ 3Ø5/8″ 3Ø5/8″ 2Ø5/8″ 2Ø5/8″ 2Ø5/8″ 3Ø5/8″ 5 5 5 5 1 2 3 4 5 20 ESTRIBOS Ø 6mm (3/8″) – 1@ 0.05, 4@0.10, 2@0.15, Rto@0.20 22 ESTRIBOS Ø 6mm (3/8″) – 1@ 0.05, 4@0.10, 2@0.15, Rto@0.20 17 ESTRIBOS Ø 6mm (3/8″) – 1@ 0.05, 4@0.10, 2@0.15, Rto@0.20 28 ESTRIBOS \LPORTICO PRINCIPAL B-B, C-C Y D-D ESC: 1/50 5 5 5 5 5 1Ø5/8″ 2Ø5/8″ 1Ø5/8″ 1Ø5/8″ 1Ø5/8″ 1Ø5/8″ 1Ø5/8″ 2Ø5/8″ 3Ø5/8″ 3Ø5/8″ 2Ø5/8″ 2Ø5/8″ 2Ø5/8″ 3Ø5/8″ 5 5 5 5 5 5 2Ø5/8″ 1Ø5/8″ 1Ø5/8″ 1Ø5/8″ 2Ø5/8″ 3Ø5/8″ 3Ø5/8″ 2Ø5/8″ 2Ø5/8″ 2Ø5/8″ 2Ø5/8″ 5 5 5 5 2Ø5/8″ 1Ø5/8″ 1Ø5/8″ 1Ø5/8″ 2Ø5/8″ 2Ø5/8″ 2Ø5/8″ 2Ø5/8″ 2Ø5/8″ 2Ø5/8″ 2Ø5/8″ 5 5 5 5 5 5 5 5 5 5 5 Ø 6mm (3/8″) – 1@ 0.05, 4@0.10, 2@0.15, Rto@0.20 20 ESTRIBOS Ø 6mm (3/8″) – 1@ 0.05, 4@0.10, 2@0.15, Rto@0.20 22 ESTRIBOS Ø 6mm (3/8″) – 1@ 0.05, 4@0.10, 2@0.15, Rto@0.20 17 ESTRIBOS Ø 6mm (3/8″) – 1@ 0.05, 4@0.10, 2@0.15, Rto@0.20 28 ESTRIBOS Ø 6mm (3/8″) – 1@ 0.05, 4@0.10, 2@0.15, Rto@0.20 20 ESTRIBOS Ø 6mm (3/8″) – 1@ 0.05, 4@0.10, 2@0.15, Rto@0.20 22 ESTRIBOS Ø 6mm (3/8″) – 1@ 0.05, 4@0.10, 2@0.15, Rto@0.20 17 ESTRIBOS Ø 6mm (3/8″) – 1@ 0.05, 4@0.10, 2@0.15, Rto@0.20 28 ESTRIBOS Ø 6mm (3/8″) – 1@ 0.05, 4@0.10, 2@0.15, Rto@0.20 20 ESTRIBOS Ø 6mm (3/8″) – 1@ 0.05, 4@0.10, 2@0.15, Rto@0.20 22 ESTRIBOS Ø 6mm (3/8″) – 1@ 0.05, 4@0.10, 2@0.15, Rto@0.20 17 ESTRIBOS Ø 6mm (3/8″) – 1@ 0.05, 4@0.10, 2@0.15, Rto@0.20 28 ESTRIBOS 1Ø5/8″ 1Ø5/8″ 1Ø5/8″ 5 5 5 A B C D 2Ø5/8″+1Ø1/2″ 2Ø5/8″ 2Ø5/8″+1Ø1/2″ 2Ø5/8″+1Ø1/2″ 2Ø5/8″ 2Ø5/8″ 2Ø5/8″ Ø 6mm (3/8″) – 1@ 0.05, 4@0.10, 2@0.15, Rto@0.20 20 ESTRIBOS Ø 6mm (3/8″) – 1@ 0.05, 4@0.10, 2@0.15, Rto@0.20 24 ESTRIBOS Ø 6mm (3/8″) – 1@ 0.05, 4@0.10, 2@0.15, Rto@0.20 19 ESTRIBOS 5 5 5 5 2Ø5/8″+1Ø1/2″ 2Ø5/8″ 2Ø5/8″+1Ø1/2″ 2Ø5/8″+1Ø1/2″ 2Ø5/8″ 2Ø5/8″ 2Ø5/8″ 5 2Ø5/8″ 2Ø5/8″ 2Ø5/8″ 2Ø5/8″ 2Ø5/8″ 5 2Ø5/8″ 2Ø5/8″ 2Ø5/8″ 2Ø5/8″ 2Ø5/8″ 2Ø5/8″ 2Ø5/8″ 2Ø5/8″ 2Ø5/8″ Ø 6mm (3/8″) – 1@ 0.05, 4@0.10, 2@0.15, Rto@0.20 20 ESTRIBOS Ø 6mm (3/8″) – 1@ 0.05, 4@0.10, 2@0.15, Rto@0.20 24 ESTRIBOS Ø 6mm (3/8″) – 1@ 0.05, 4@0.10, 2@0.15, Rto@0.20 19 ESTRIBOS Ø 6mm (3/8″) – 1@ 0.05, 4@0.10, 2@0.15, Rto@0.20 20 ESTRIBOS Ø 6mm (3/8″) – 1@ 0.05, 4@0.10, 2@0.15, Rto@0.20 24 ESTRIBOS Ø 6mm (3/8″) – 1@ 0.05, 4@0.10, 2@0.15, Rto@0.20 19 ESTRIBOS Ø 6mm (3/8″) – 1@ 0.05, 4@0.10, 2@0.15, Rto@0.20 20 ESTRIBOS Ø 6mm (3/8″) – 1@ 0.05, 4@0.10, 2@0.15, Rto@0.20 24 ESTRIBOS Ø 6mm (3/8″) – 1@ 0.05, 4@0.10, 2@0.15, Rto@0.20 19 ESTRIBOS \LPORTICO SECUNDARIO 4-4, 5-5 ESC: 1/50 5 5 5 5 5 5 5 5 5 5 5 5 A B C D E F 5 2Ø5/8″+1Ø1/2″ 2Ø5/8″ 5 2Ø5/8″+1Ø1/2″ 2Ø5/8″+1Ø1/2″ 2Ø5/8″+1Ø1/2″ 3Ø5/8″ 5 2Ø5/8″ 2Ø5/8″ 2Ø5/8″ 2Ø5/8″ 2Ø5/8″+1Ø1/2″ Ø 6mm (3/8″) – 1@ 0.05, 4@0.10, 2@0.15, Rto@0.20 20 ESTRIBOS Ø 6mm (3/8″) – 1@ 0.05, 4@0.10, 2@0.15, Rto@0.20 24 ESTRIBOS Ø 6mm (3/8″) – 1@ 0.05, 4@0.10, 2@0.15, Rto@0.20 19 ESTRIBOS Ø 6mm (3/8″) – 1@ 0.05, 4@0.10, 2@0.15, Rto@0.20 16 ESTRIBOS Ø 6mm (3/8″) – 1@ 0.05, 4@0.10, 2@0.15, Rto@0.20 26 ESTRIBOS 5 5 5 5 5 5 5 5 2Ø5/8″+1Ø1/2″ 2Ø5/8″ 5 2Ø5/8″+1Ø1/2″ 2Ø5/8″+1Ø1/2″ 2Ø5/8″+1Ø1/2″ 3Ø5/8″ 5 2Ø5/8″ 2Ø5/8″ 2Ø5/8″ 2Ø5/8″ 2Ø5/8″+1Ø1/2″ 5 2Ø5/8″ 2Ø5/8″ 5 3Ø5/8″ 5 2Ø5/8″ 2Ø5/8″ 2Ø5/8″ 2Ø5/8″ 2Ø5/8″+1Ø1/2″ 5 2Ø5/8″ 5 2Ø5/8″+1Ø1/2″ 5 2Ø5/8″ 2Ø5/8″ 2Ø5/8″ 2Ø5/8″ 2Ø5/8″+1Ø1/2″ 2Ø5/8″ 2Ø5/8″ 2Ø5/8″ 2Ø5/8″ 2Ø5/8″ 2Ø5/8″ 2Ø5/8″ 2Ø5/8″+1Ø1/2″ 2Ø5/8″+1Ø1/2″ Ø 6mm (3/8″) – 1@ 0.05, 4@0.10, 2@0.15, Rto@0.20 20 ESTRIBOS Ø 6mm (3/8″) – 1@ 0.05, 4@0.10, 2@0.15, Rto@0.20 24 ESTRIBOS Ø 6mm (3/8″) – 1@ 0.05, 4@0.10, 2@0.15, Rto@0.20 19 ESTRIBOS Ø 6mm (3/8″) – 1@ 0.05, 4@0.10, 2@0.15, Rto@0.20 16 ESTRIBOS Ø 6mm (3/8″) – 1@ 0.05, 4@0.10, 2@0.15, Rto@0.20 26 ESTRIBOS Ø 6mm (3/8″) – 1@ 0.05, 4@0.10, 2@0.15, Rto@0.20 20 ESTRIBOS Ø 6mm (3/8″) – 1@ 0.05, 4@0.10, 2@0.15, Rto@0.20 24 ESTRIBOS Ø 6mm (3/8″) – 1@ 0.05, 4@0.10, 2@0.15, Rto@0.20 19 ESTRIBOS Ø 6mm (3/8″) – 1@ 0.05, 4@0.10, 2@0.15, Rto@0.20 16 ESTRIBOS Ø 6mm (3/8″) – 1@ 0.05, 4@0.10, 2@0.15, Rto@0.20 26 ESTRIBOS Ø 6mm (3/8″) – 1@ 0.05, 4@0.10, 2@0.15, Rto@0.20 20 ESTRIBOS Ø 6mm (3/8″) – 1@ 0.05, 4@0.10, 2@0.15, Rto@0.20 24 ESTRIBOS Ø 6mm (3/8″) – 1@ 0.05, 4@0.10, 2@0.15, Rto@0.20 19 ESTRIBOS Ø 6mm (3/8″) – 1@ 0.05, 4@0.10, 2@0.15, Rto@0.20 16 ESTRIBOS Ø 6mm (3/8″) – 1@ 0.05, 4@0.10, 2@0.15, Rto@0.20 26 ESTRIBOS Ø 6mm (3/8″) – 1@ 0.05, 4@0.10, 2@0.15, Rto@0.20 26 ESTRIBOS \LPORTICO SECUNDARIO 1-1 ESC: 1/50 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A B C D E F 5 2Ø5/8″+1Ø1/2″ 2Ø5/8″ 5 2Ø5/8″+1Ø1/2″ 2Ø5/8″+1Ø1/2″ 2Ø5/8″+1Ø1/2″ 3Ø5/8″ 5 2Ø5/8″ 2Ø5/8″ 2Ø5/8″ 2Ø5/8″ 2Ø5/8″+1Ø1/2″ Ø 6mm (3/8″) – 1@ 0.05, 4@0.10, 2@0.15, Rto@0.20 20 ESTRIBOS Ø 6mm (3/8″) – 1@ 0.05, 4@0.10, 2@0.15, Rto@0.20 24 ESTRIBOS Ø 6mm (3/8″) – 1@ 0.05, 4@0.10, 2@0.15, Rto@0.20 19 ESTRIBOS Ø 6mm (3/8″) – 1@ 0.05, 4@0.10, 2@0.15, Rto@0.20 16 ESTRIBOS Ø 6mm (3/8″) – 1@ 0.05, 4@0.10, 2@0.15, Rto@0.20 26 ESTRIBOS 5 5 5 5 5 5 5 5 2Ø5/8″+1Ø1/2″ 2Ø5/8″ 5 2Ø5/8″+1Ø1/2″ 2Ø5/8″+1Ø1/2″ 2Ø5/8″+1Ø1/2″ 3Ø5/8″ 5 2Ø5/8″ 2Ø5/8″ 2Ø5/8″ 2Ø5/8″ 2Ø5/8″+1Ø1/2″ 5 2Ø5/8″ 2Ø5/8″ 5 3Ø5/8″ 5 2Ø5/8″ 2Ø5/8″ 2Ø5/8″ 2Ø5/8″ 2Ø5/8″+1Ø1/2″ 5 2Ø5/8″ 5 2Ø5/8″+1Ø1/2″ 5 2Ø5/8″ 2Ø5/8″ 2Ø5/8″ 2Ø5/8″ 2Ø5/8″+1Ø1/2″ 2Ø5/8″ 2Ø5/8″ 2Ø5/8″ 2Ø5/8″ 2Ø5/8″ 2Ø5/8″ 2Ø5/8″ 2Ø5/8″+1Ø1/2″ 2Ø5/8″+1Ø1/2″ Ø 6mm (3/8″) – 1@ 0.05, 4@0.10, 2@0.15, Rto@0.20 20 ESTRIBOS Ø 6mm (3/8″) – 1@ 0.05, 4@0.10, 2@0.15, Rto@0.20 24 ESTRIBOS Ø 6mm (3/8″) – 1@ 0.05, 4@0.10, 2@0.15, Rto@0.20 19 ESTRIBOS Ø 6mm (3/8″) – 1@ 0.05, 4@0.10, 2@0.15, Rto@0.20 16 ESTRIBOS Ø 6mm (3/8″) – 1@ 0.05, 4@0.10, 2@0.15, Rto@0.20 26 ESTRIBOS Ø 6mm (3/8″) – 1@ 0.05, 4@0.10, 2@0.15, Rto@0.20 20 ESTRIBOS Ø 6mm (3/8″) – 1@ 0.05, 4@0.10, 2@0.15, Rto@0.20 24 ESTRIBOS Ø 6mm (3/8″) – 1@ 0.05, 4@0.10, 2@0.15, Rto@0.20 19 ESTRIBOS Ø 6mm (3/8″) – 1@ 0.05, 4@0.10, 2@0.15, Rto@0.20 16 ESTRIBOS Ø 6mm (3/8″) – 1@ 0.05, 4@0.10, 2@0.15, Rto@0.20 26 ESTRIBOS Ø 6mm (3/8″) – 1@ 0.05, 4@0.10, 2@0.15, Rto@0.20 20 ESTRIBOS Ø 6mm (3/8″) – 1@ 0.05, 4@0.10, 2@0.15, Rto@0.20 24 ESTRIBOS Ø 6mm (3/8″) – 1@ 0.05, 4@0.10, 2@0.15, Rto@0.20 19 ESTRIBOS Ø 6mm (3/8″) – 1@ 0.05, 4@0.10, 2@0.15, Rto@0.20 16 ESTRIBOS Ø 6mm (3/8″) – 1@ 0.05, 4@0.10, 2@0.15, Rto@0.20 26 ESTRIBOS Ø 6mm (3/8″) – 1@ 0.05, 4@0.10, 2@0.15, Rto@0.20 26 ESTRIBOS \LPORTICO SECUNDARIO 2-2 Y 3-3 ESC: 1/50 5 5 5 5 5 5 5 5 G 5 3Ø5/8″ 3Ø5/8″ 3Ø5/8″ 2Ø5/8″+1Ø1/2″ 2Ø5/8″+1Ø1/2″ 2Ø5/8″+1Ø1/2″ 2Ø5/8″+1Ø1/2″ 2Ø5/8″+1Ø1/2″ 5 5 5 5 1 1 5 5 5 5 5 5 5 5 5 5 5 2 2 1 1 1 1 2 2 1 1 3 3 5 5 4 4 4 4 1 1 2 2 1 1 1 1 2 2 1 1 3 3 5 5 4 4 4 4 2 2 2 2 1 1 3 3 7 7 6 6 6 6 2 2 2 2 2 2 1 1 8 8 7 7 7 7 2 2 2 2 2 2 2 2 Sección 1-1 (Escala 1/25) 5 2Ø5/8″ 3Ø5/8″ 5 Sección 2-2 (Escala 1/25) 5 2Ø5/8″ 2Ø5/8″ 5 Sección 3-3 (Escala 1/25) 5 2Ø5/8″ 4Ø5/8″ 5 Sección 4-4 (Escala 1/25) 5 3Ø5/8″ 4Ø5/8″ 5 Sección 5-5 (Escala 1/25) 5 3Ø5/8″ 3Ø5/8″ 5 Sección 6-6 (Escala 1/25) 5 2Ø5/8″ 4Ø5/8″ 5 Sección 7-7 (Escala 1/25) 5 2Ø5/8″ 3Ø5/8″ 5 Sección 8-8 (Escala 1/25) 5 2Ø5/8″ 2Ø5/8″ 5 1 1 2 2 1 1 1 1 2 2 1 1 3 3 5 5 4 4 4 4 1 1 2 2 1 1 1 1 2 2 1 1 3 3 5 5 4 4 4 4 1 1 2 2 1 1 3 3 7 7 6 6 6 6 1 1 1 1 2 2 2 2 2 2 1 1 8 8 7 7 7 7 2 2 2 2 \LDETALLE DE VIGAS PORTICO (A-A Hasta D-D) ESC: 1/25 1 1 1 1 1 1 1 1 1 1 2 2 2 2 Sección 1-1 (Escala 1/25) 5 2Ø5/8″ 2Ø5/8″+1Ø1/2″ 5 Sección 2-2 (Escala 1/25) 2Ø5/8″+1Ø1/2″ 3Ø5/8″ 5 5 1 1 1 1 1 1 1 1 1 1 2 2 2 2 1′ 2 2 2 2 2′ 1′ 1′ 1′ 1′ 1′ 1′ 1′ 1′ 1′ 2′ 2′ 2′ 1′ 1′ 1′ 1′ 1′ 1′ 1′ 1′ 1′ 1′ 2′ 2′ 2′ 2′ Sección 1′-1′ (Escala 1/25) 5 2Ø5/8″ 2Ø5/8″ 5 Sección 2′-2′ (Escala 1/25) 2Ø5/8″+1Ø1/2″ 2Ø5/8″+1Ø1/2″ 5 5 \LDETALLE DE VIGAS PORTICO (1-1 Hasta 5-5) ESC: 1/25 1 1 1 1 1 1 1 1 1 1 2 2 2 2 1 1 1 1 1 1 1 1 1 1 2 2 2 2 1′ 2 2 2 2 2′ 1′ 1′ 1′ 1′ 1′ 1′ 1′ 1′ 1′ 2′ 2′ 2′ 1′ 1′ 1′ 1′ 1′ 1′ 1′ 1′ 1′ 1′ 2′ 2′ 2′ 2′ 2 2 2 2 2 2 2′ 2′ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1′ 1′ 1′ 1′ 1′ 1′ 1′ 1′ 1′ 1′ 1′ 1′ Barra Inferior Barra Superior VER TABLA . 3 estribos adicionales 3 Ø 1/2″ 2 Ø 1/2″ 3 estribos adicionales .20 .20 2 estribos adicionales VER TABLA VER TABLA VER TABLA VER TABLA 2 estribos adicionales . . . . Ø 3/8″, 1@.05, 5@10 , rto@.20 .20 3 Ø 1/2″ ESC .1/25 .20 TRAMO FINAL 3 Ø 1/2″ 3 Ø 1/2″ 3 Ø 1/2″ 2 Ø 1/2″ TRAMO INTERMEDIO DETALLE ENCUENTRO DE VIGA Y COLUMNA Vigas Losas f’c = 55 kg/cm2 Otros Elementos 1,800.00 kg/m3 10 x 24 x 14 400.00 kg/m2 100.00 kg/m2 -Recubrimiento Libre Compresión Albañileria Ladrillo Macizo KK arcilla Peso Especifico Albañileria Acabados Sobrecarga 4.0 cm 3.0 cm 3.0 cm ESPECIFICACIONES TECNICAS Vigas y Losas Vigas de Confinamiento f’c=210 kg/cm2 fy=4200 kg/cm2 -ACERO f’c=210 kg/cm2 -CONCRETO ARMADO Vigas de Conf. 2.5 cm L/3 L/4 DETALLE PARA CORTE DE VARILLAS EN TRACCION Y COMPRESION m L/4 L/4 L/4 L/3 L/3 m H 1.30 H >30 .75 .50 .45 .60 V A L O R E S D E m 1″ 1.15 H Cualquiera 3/4″ 1/2″ 3/8″ 5/8″ .60 .40 .40 .50 Ø REFUERZO INTERIOR 1.00 H < 30 .40 .40 .40 .45 .30 INDICACION LADRILLOS DE ARCILLA REX 8H. DE 0.15 x 0.30 x 0.30 CORTE TIPICO ALIGERADO LADRILLOS HUECOS ESCALA: 1/10 5 15 .20 Ø SEGUN .30 .10 .10 .30 d 1/4" @ .25 Fº de temperatura Estribos en "S" d1/4", 1@.05, 4@.10,Rto.@0.20 DETALLE DE VIGA BORDE 5 \A1;d1/2" V-B(0.15x0.20) \A1;d1/2" 5 5 5 5