Jachakora Bridge DWG Block for AutoCAD

Jachakora Bridge DWG Block for AutoCAD

Arch Bridge – 50 meter length

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

plane of dimensions, plane of arches and infrastructure, length of symmetrical section, longitudinal beam-reinforcement, elevation, floor, slab-reinforcement, section aa-slab, longitudinal beam, section dd, section bb – cross beam type, longitudinal beam, section cc, arch and columns elevation-reinforcement, sidewalk, foundation-reinforcement, cutting developed according to horizontal axis, plant – dimensions, elevation – dimensions, longitudinal beam-dimensions, vertical, horizontal, to axis, dimensions, typical section, section aa, section bb, slab, transverse beam, section cc – dimensions, longitudinal beam, sidewalk and railing, cross beam, slab, braces, brace type, section ee, column type, foundation-dimensions, plan of stirrups and foundations, expansion joint, stirrup, soldiers alternately, slab, pos, diam., cant., long. parc., long. total, weight, reinforcement scheme, subtotal slab :, subtotal longitudinal beam :, sheet of iron slab and longitudinal beam, sheet of iron columns – braces and arches, subtotal columns :, subtotal braces :, subtotal arcs :, sheet of iron foundations , total foundations:, dimensions to the axis of the arch, plan of abutments, dimensions and reinforcement, dimensions and reinforcement, dimensions for both abutments, detail of reinforcement, eave, floor and elevation, total abutments:, sheet of stirrups, balustrade, view lateral, sidewalk and railing, subtotal transverse beam :, iron sheet transverse beams – sidewalk and railing, subtotal sidewalk and balustrade :, summary of quantities, infrastructure, summary of quantities, superstructure, description, item, unit, quantity, summary of quantities , arc – column, arc armor, union type detail, column armor, additional abutment, first abutment, approximation, slab of, approach slab

Raw text data extracted from CAD file:

25.00 3.00 3.00 1.00 1.00 1.00 1.00 1.40 2.50 1.25 1.40 1.40 1.80 Ed10c/17.5 1.80 Ed10C17.5 3.70 Ed10c/30 0.30 0.58 2.50 d10c12.5 d10c/15 d10c/12.5 d10c/12.5 d10c/15 d10c/10 d10c/15 d10c/10 d10c/10 d10c/12.5 d10c/12.5 d10c/10 25.00 2.00 5,00 5,00 5,00 5,00 4,85 ,15 ,03 2,07 2,07 2,07 1,44 4,55 ,30 4,70 ,30 4,70 ,30 4,70 ,30 4,70 ,30 4,63 ,75 4,25 ,75 4,25 ,75 4,25 ,75 4,25 ,75 8,10 7,30 ,75 6,06 2,34 ,40 4,45 2,24 ,40 ,30 ,30 2,30 ,30 ,40 1,01 ,58 ,30 ,40 2,07 2,07 2,07 ,62 ,79 5,00 5,00 5,00 5,00 4,85 7.70 0.40 0.02 3.65 0.62 0.55 0.07 0.40 0.65 0.25 0.02 0.58 0.15 0.90 0.12 0.125 0.15 0.31 0.31 0.15 ,80 37,86 0.30 0.58 0.02 0.30 0.40 0.40 0.75 0.70 0.40 4.20 3.15 2.12 2.50 4.00 1.60 1.60 0.47 0.33 1.48 0.30 0.30 1.74 0.70 0.75 0.34 0.28 0.70 2.82 1.41 0.28 1.10 0.80 5.93 0.27 0.30 0.40 0.70 0.40 0.70 0.45 7.30 0.40 0.40 0.45 4.20 9.00 3.10 1.10 0.15 0.03 0.10 0.10 0.55 0.38 0.79 0.35 0.20 0.52 4.00 1.60 0.85 1.55 4.95 0.30 0.52 7.00 4.00 1.60 0.80 1.60 0.80 5.00 7.00 0.50 1.20 0.80 7.00 0.30 0.30 0.33 7.00 8.90 3.50 4.00 1.60 0.35 0.45 1.60 4.00 1.60 0.37 0.43 1.60 5.98 6.67 2.48 0.30 8.30 0.30 0.31 0.30 0.30 0.30 1.60 1.25 0.80 0.95 0.30 0.33 0.30 1.20 0.30 5.00 0.30 8.30 0.30 0.65 0.80 5.73 0.47 0.65 0.33 0.30 0.95 0.30 0.30 0.20 0.20 0.20 0.20 d10c/20 0.15 0.03 0.10 0.10 40,00 0.35 0.175 0.25 0.25 0.20 0.65 0.30 2.00 0.25 0.25 0.25 2 3 4 PLANO DE DIMENSIONES 5 PLANO DE SUPERESTRUCTURA 1 PLANO DE ARCOS E INFRAESTRUCTURA 1 5 LONGITUD DE TRAMO SIMETRICO VIGA LONGITUDINAL-ARMADURAS ELEVACION ESC. 1:100 4d25 1 1d25 2 6d25 3 6d25 4 9d25 6 4d25 5 5 8d25 7 2d25 5 5 6 PLANO DE SUPERESTRUCTURA 2 PLANTA LOSA-ARMADURAS ESC. 1:100 A B A B d20c/17.5 1 2 3 4 5 6 1 2 3 4 5 6 d20c/15 5 d20c/15 11 d20c/15 5 d20c/15 5 d12c/35 4 5 5 d12c/17.5 7 d12c/17.5 11 d16c/17.5 10 5 5 d12c/17.5 d12c/17.5 11 d12c/17.5 11 5 <> <> d12c/17.5 2 d16c/15 3 d20c/12.5 9 <> d12c/17.5 2 d16c/20 3 d16c/20 8 <> d12c/17.5 2 d16c/12.5 8 <> d12c/17.5 12 d12c/17.5 12 d12c/17.5 12 d12c/17.5 12 d20c/15 6 d20c/15 6 d20c/15 6 ESCALA 1:75 SECCION A-A - LOSA d20c/15 6 d20c/15 5 d12c/17.5 12 d12c/17.5 11 Viga Longitudinal Viga Longitudinal ESCALA 1:75 4d20 1 2d16 2 4d20 3 <> Ed10c/17.5 <> Ed10C17.5 <> Ed10c/30 D D SECCION D-D ESCALA 1:25 30x58. L=7.30m. 5 5 4d20 1 2d16 2 4 Ed10 4d20 3 SECCION B-B - VIGA TRANSVERSAL TIPO EJES 1 a 6 C C C C 8d20 9 5 8d20 10 6d20 11 6d20 11 6d20 12 8d20 8 d10c12.5 d10c/15 d10c/12.5 d10c/12.5 d10c/15 d10c/10 d10c/15 d10c/10 d10c/10 d10c/12.5 d10c/12.5 d10c/10 VIGA LONGITUDINAL ESCALA 1:25 6d25 3 6d25 11 6d20 14 Ed10c/15 13 3d16 13 3d16 SECCION C-C 5 LONGITUD DE TRAMO SIMETRICO 1 2 3 4 5 6 F2 F3 F3 F4 F4 F5 F5 F6 F6 ARCO Y COLUMNAS ELEVACION-ARMADURAS ESC. 1:100 Ejes 2 y 2a ESCALA 1:25 SECCION F2-F2 16ø25 1 2Eø10c/25 2 2ø10c/25 4 Ejes 3 y 3a ESCALA 1:25 SECCION F3-F3 30ø25 6 2Eø10c/35 Eø10c/35 ø10c/35 Ejes 5 y 5a ESCALA 1:25 SECCION F5-F5 20ø25 Eø10c/35 ø10c/35 Eø10c/35 Ejes 5 y 5a ESCALA 1:25 SECCION F6-F6 20ø25 Eø10c/20 ø10c/20 Eø10c/20 F2 Acera E1 E1 E2 E3 E4 E5 E2 E3 ESCALA 1:25 SECCION E1-E1 6d25 2d25+4d25 6d25 2d25+4d25 2d25 2d25 2d25 2d25 2d25 ESCALA 1:25 SECCION E2-E2 6d25 2d25 6d25 2d25 2d25 2d25 2d25 2d25 2d25 3Eø10c/40 ESCALA 1:25 SECCION E3-E3 6d25 6d25 2d25 2d25 2d25 2d25 2d25 ESCALA 1:25 SECCION E4-E4 6d25 6d25 2d25 2d25 ESCALA 1:25 SECCION E5-E5 6d25 6d25 2d25 2d25 5 Riostra T1 Riostra T2 Riostra TIPO 3 Riostra T4 3d12 1 3d12 2d10 Eø10c/30 ESCALA 1:25 RIOSTRA T1 4d12 5d12 2d10 Eø10c/30 ESCALA 1:25 RIOSTRA T2 4d12 4d12 2d10 Eø10c/30 ESCALA 1:25 RIOSTRA T3 4d12 4d12 2d10 Eø10c/30 ESCALA 1:25 RIOSTRA T4 FUNDACION-ARMADURAS ESC. 1:100 d20c/17.5 d20c/17.5 1 d20c/17.5 d20c/17.5 d20c/27.5 d16c/17.5 d20c/17.5 3d20c/20 3d20c/20 1 PLANO DE DIMENSIONES 14 0+200 3715 0+160 0+170 0+180 0+190 0+200 0+210 0+220 PLANTA ESC. 1:200 CORTE DESARROLLADO SEGUN EJE HORIZONTAL ESC. 1:200 3718 3714 3716 3712 3710 3720 3722 3724 1 2 3 4 5 6 5 5 5 5 5 5 A B C C A B 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 5 5 1 2 3 4 5 6 1a 2a 3a 4a 5a 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PLANTA - DIMENSIONES ESC. 1:200 ELEVACION - DIMENSIONES ESC. 1:200 C C VIGA LONGITUDINAL-DIMENSIONES ELEVACION ESC. 1:200 0.730 4.00 3.00 2.00 0.253 0.379 0.506 1.00 0.00 0.126 0.00 0.632 1.262 0.828 0.926 1.024 1.192 1.122 1.332 1.401 1.555 1.513 1.471 1.597 VERTICAL HORIZONTAL 1.639 6 5 4 3 2 1 6.00 5.00 12.00 9.00 7.00 8.00 10.00 11.00 14.00 13.00 17.00 15.00 16.00 18.00 19.00 24.00 22.00 23.00 21.00 20.00 25.00 1.680 1.694 1.708 1.722 1.736 1.750 AL EJE DIMENSIONES SECCION TIPICA D D 5 5 5 5 5 5 SECCION A-A SECCION B-B LOSA VIGA TRANS. ESC. 1:100 SECCION C-C - DIMENSIONES ESC. 1:50 VIGA LONGITUDINAL, ACERA Y BARANDA 5 5 5 5 5 5 5 Viga Longitudinal Viga Longitudinal 5 5 5 5 5 5 5 5 5 5 5 5 5 5 COTA=3711.24 COTA=3713.44 COTA=3720.44 COTA=3711.24 COTA=3713.44 COTA=3720.44 5 Viga Transversal SECCION D-D ESCALA 1:25 30x58. L=7.30m. 5 5 5 Losa 1 2 3 4 5 6 Riostras RIOSTRA TIPO 5 5 ESC. 1:25 ESCALA 1:25 SECCION E-E E E 5 5 ESCALA 1:25 COLUMNA TIPO 5 5 FUNDACION-DIMENSIONES ESC. 1:100 5 5 5 5 5 5 5 5 5 1a 5 5 5 5 5 5 5 5 5 5 5 5 5 Estribo Eje 1 Estribo Eje 1a Dimensiones para Estribo Eje 1a ESTRIBO EJE 1a - DIMENSIONES ESC. 1:100 7 5 5 5 5 ESTRIBO EJE 1a - DIMENSIONES ESC. 1:100 ELEVACION PLANO DE ESTRIBOS Y FUNDACIONES FUNDACION-DIMENSIONES ESC. 1:100 ELEVACION PLANTA 5 5 5 5 5 5 5 5 5 5 5 5 5 SELLO DE NEOPRENO WD-1625 ESC. 1:10 JUNTA DE DILATACION d10C/15 estribo FIERRO d6x100mm soldados alternativamente losa d10C/15 L100x100x10mm 5 5 5 5 4 5 5 5 1 3 5 5 7 8 5 9 10 16 17 18 19 20 22 21 23 3 2 1 3 2 1 1 1 2 3 1 1 1 1 1 2 3 4 5 6 7 9 11 10 8 12 13 14 1 2 4 5 3Eø10c/40 12 13 14 7 9 11 10 8 1 4 7 9 11 3Eø10c/40 12 13 14 8 10 1 1 4 4 10 10 9 9 3Eø10c/40 12 13 14 3Eø10c/40 12 13 14 1 1 1 2 3 4 5 6 POS DIAM. CANT. LONG. PARC. LONG. TOTAL PESO N° (mm) (N°) (m) (m) (KG) \fArial|b0|i0|c0|p0;\H0.784X;1 \fArial|b0|i0|c0|p0;\H0.784X;20 \fArial|b0|i0|c0;\H0.784x;84 \fArial|b0|i0|c0;\H0.784x;5.60 470.40 \fArial|b0|i0|c0;\H0.784x;1,160.48 \fArial|b0|i0|c0|p0;\H0.784X;2 \fArial|b0|i0|c0|p0;\H0.784X;12 \fArial|b0|i0|c0;\H0.784x;60 \fArial|b0|i0|c0;\H0.784x;8.25 495.00 \fArial|b0|i0|c0;\H0.784x;439.56 \fArial|b0|i0|c0|p0;\H0.784X;3 \fArial|b0|i0|c0|p0;\H0.784X;16 \fArial|b0|i0|c0;\H0.784x;58 \fArial|b0|i0|c0;\H0.784x;8.25 478.50 \fArial|b0|i0|c0;\H0.784x;756.03 \fArial|b0|i0|c0|p0;\H0.784X;4 \fArial|b0|i0|c0|p0;\H0.784X;12 \fArial|b0|i0|c0;\H0.784x;42 \fArial|b0|i0|c0;\H0.784x;2.00 84.00 \fArial|b0|i0|c0;\H0.784x;74.59 \fArial|b0|i0|c0|p0;\H0.784X;5 \fArial|b0|i0|c0|p0;\H0.784X;20 \fArial|b0|i0|c0;\H0.784x;392 \fArial|b0|i0|c0;\H0.784x;6.00 2,352.00 \fArial|b0|i0|c0;\H0.784x;5,802.38 \fArial|b0|i0|c0|p0;\H0.784X;6 \fArial|b0|i0|c0|p0;\H0.784X;20 \fArial|b0|i0|c0;\H0.784x;204 \fArial|b0|i0|c0;\H0.784x;8.25 1,683.00 \fArial|b0|i0|c0;\H0.784x;4,151.96 \fArial|b0|i0|c0|p0;\H0.784X;7 \fArial|b0|i0|c0|p0;\H0.784X;12 \fArial|b0|i0|c0;\H0.784x;84 \fArial|b0|i0|c0;\H0.784x;5.60 470.40 \fArial|b0|i0|c0;\H0.784x;417.72 \fArial|b0|i0|c0|p0;\H0.784X;8 \fArial|b0|i0|c0|p0;\H0.784X;16 \fArial|b0|i0|c0;\H0.784x;94 \fArial|b0|i0|c0;\H0.784x;8.25 775.50 \fArial|b0|i0|c0;\H0.784x;1,225.29 \fArial|b0|i0|c0|p0;\H0.784X;9 \fArial|b0|i0|c0|p0;\H0.784X;20 \fArial|b0|i0|c0;\H0.784x;24 \fArial|b0|i0|c0;\H0.784x;8.25 198.00 \fArial|b0|i0|c0;\H0.784x;488.47 \fArial|b0|i0|c0|p0;\H0.784X;10 \fArial|b0|i0|c0|p0;\H0.784X;16 \fArial|b0|i0|c0;\H0.784x;84 \fArial|b0|i0|c0;\H0.784x;2.00 168.00 \fArial|b0|i0|c0;\H0.784x;265.44 \fArial|b0|i0|c0|p0;\H0.784X;11 \fArial|b0|i0|c0|p0;\H0.784X;12 \fArial|b0|i0|c0;\H0.784x;336 \fArial|b0|i0|c0;\H0.784x;6.00 2,016.00 \fArial|b0|i0|c0;\H0.784x;1,790.21 \fArial|b0|i0|c0|p0;\H0.784X;12 \fArial|b0|i0|c0|p0;\H0.784X;12 \fArial|b0|i0|c0;\H0.784x;188 \fArial|b0|i0|c0;\H0.784x;8.25 1,551.00 \fArial|b0|i0|c0;\H0.784x;1,377.29 ESQUEMA DE ARMADURAS 5.50 0.10 1 0.10 8.05 0.10 3 2 2.00 5 4 6 0.10 5.50 7 9 8.05 0.10 0.10 12 8 10 2.00 11 6.00 SUBTOTAL LOSA: 17949.41 \H0.784X;1 \fArial|b0|i0|c0|p0;\H0.784X;25 \fArial|b0|i0|c0;\H0.784x;32 \fArial|b0|i0|c0;\H0.784x;6.10 195.20 \fArial|b0|i0|c0;\H0.784x;751.52 \fArial|b0|i0|c0|p0;\H0.784X;2 \fArial|b0|i0|c0|p0;\H0.784X;25 \fArial|b0|i0|c0;\H0.784x;8 \fArial|b0|i0|c0;\H0.784x;2.45 19.60 \fArial|b0|i0|c0;\H0.784x;75.46 \fArial|b0|i0|c0|p0;\H0.784X;3 \fArial|b0|i0|c0|p0;\H0.784X;25 \fArial|b0|i0|c0;\H0.784x;48 \fArial|b0|i0|c0;\H0.784x;11.30 542.40 \fArial|b0|i0|c0;\H0.784x;2,088.24 \fArial|b0|i0|c0|p0;\H0.784X;4 \fArial|b0|i0|c0|p0;\H0.784X;25 \fArial|b0|i0|c0;\H0.784x;48 \fArial|b0|i0|c0;\H0.784x;8.00 384.00 \fArial|b0|i0|c0;\H0.784x;1,478.40 \fArial|b0|i0|c0|p0;\H0.784X;5 \fArial|b0|i0|c0|p0;\H0.784X;25 \fArial|b0|i0|c0;\H0.784x;24 \fArial|b0|i0|c0;\H0.784x;3.00 72.00 \fArial|b0|i0|c0;\H0.784x;277.20 \fArial|b0|i0|c0|p0;\H0.784X;6 \fArial|b0|i0|c0|p0;\H0.784X;25 \fArial|b0|i0|c0;\H0.784x;36 \fArial|b0|i0|c0;\H0.784x;7.15 257.40 \fArial|b0|i0|c0;\H0.784x;990.99 \fArial|b0|i0|c0|p0;\H0.784X;7 \fArial|b0|i0|c0|p0;\H0.784X;25 \fArial|b0|i0|c0;\H0.784x;32 \fArial|b0|i0|c0;\H0.784x;7.15 228.80 \fArial|b0|i0|c0;\H0.784x;880.88 \fArial|b0|i0|c0|p0;\H0.784X;8 \fArial|b0|i0|c0|p0;\H0.784X;20 \fArial|b0|i0|c0;\H0.784x;32 \fArial|b0|i0|c0;\H0.784x;6.86 219.52 \fArial|b0|i0|c0;\H0.784x;541.56 \fArial|b0|i0|c0|p0;\H0.784X;9 \fArial|b0|i0|c0|p0;\H0.784X;20 \fArial|b0|i0|c0;\H0.784x;32 \fArial|b0|i0|c0;\H0.784x;2.50 80.00 \fArial|b0|i0|c0;\H0.784x;197.36 \fArial|b0|i0|c0|p0;\H0.784X;10 \fArial|b0|i0|c0|p0;\H0.784X;20 \fArial|b0|i0|c0;\H0.784x;32 \fArial|b0|i0|c0;\H0.784x;8.00 256.00 \fArial|b0|i0|c0;\H0.784x;631.55 \fArial|b0|i0|c0|p0;\H0.784X;11 \fArial|b0|i0|c0|p0;\H0.784X;20 \fArial|b0|i0|c0;\H0.784x;72 \fArial|b0|i0|c0;\H0.784x;7.00 504.00 \fArial|b0|i0|c0;\H0.784x;1,243.37 \fArial|b0|i0|c0|p0;\H0.784X;12 \fArial|b0|i0|c0|p0;\H0.784X;16 \fArial|b0|i0|c0;\H0.784x;24 \fArial|b0|i0|c0;\H0.784x;5.69 136.56 \fArial|b0|i0|c0;\H0.784x;215.76 \fArial|b0|i0|c0|p0;\H0.784X;13 \fArial|b0|i0|c0|p0;\H0.784X;16 \fArial|b0|i0|c0;\H0.784x;96 \fArial|b0|i0|c0;\H0.784x;5.50 528.00 \fArial|b0|i0|c0;\H0.784x;834.24 \fArial|b0|i0|c0|p0;\H0.784X;14 \fArial|b0|i0|c0|p0;\H0.784X;10 \fArial|b0|i0|c0;\H0.784x;780 \fArial|b0|i0|c0;\H0.784x;2.49 1,942.20 \fArial|b0|i0|c0;\H0.784x;1,198.34 SUBTOTAL VIGA LONGITUDINAL: 11404.87 11.30 3 5.65 0.45 1 2.45 2 8.00 4 3.00 5 7.15 7 6 0.36 6.50 8 9 2.50 10 8.00 11 7.00 0.29 5.40 12 13 5.50 PLANILLA DE FIERROS LOSA Y VIGA LONGITUDINAL POS DIAM. CANT. LONG. PARC. LONG. TOTAL PESO N° (mm) (N°) (m) (m) (KG) \fArial|b0|i0|c0|p0;\H0.784X;1 \fArial|b0|i0|c0|p0;\H0.784X;25 \fArial|b0|i0|c0;\H0.784x;64 \fArial|b0|i0|c0;\H0.784x;7.70 492.80 \fArial|b0|i0|c0;\H0.784x;1,897.28 \fArial|b0|i0|c0|p0;\H0.784X;2 \fArial|b0|i0|c0|p0;\H0.784X;10 \fArial|b0|i0|c0;\H0.784x;96 \fArial|b0|i0|c0;\H0.784x;2.32 222.72 \fArial|b0|i0|c0;\H0.784x;137.42 \fArial|b0|i0|c0|p0;\H0.784X;3 \fArial|b0|i0|c0|p0;\H0.784X;10 \fArial|b0|i0|c0;\H0.784x;96 \fArial|b0|i0|c0;\H0.784x;1.70 163.20 \fArial|b0|i0|c0;\H0.784x;100.69 \fArial|b0|i0|c0|p0;\H0.784X;4 \fArial|b0|i0|c0|p0;\H0.784X;10 \fArial|b0|i0|c0;\H0.784x;96 \fArial|b0|i0|c0;\H0.784x;0.58 55.68 \fArial|b0|i0|c0;\H0.784x;34.35 \fArial|b0|i0|c0|p0;\H0.784X;5 \fArial|b0|i0|c0|p0;\H0.784X;10 \fArial|b0|i0|c0;\H0.784x;96 \fArial|b0|i0|c0;\H0.784x;0.77 73.92 \fArial|b0|i0|c0;\H0.784x;45.61 \fArial|b0|i0|c0|p0;\H0.784X;6 \fArial|b0|i0|c0|p0;\H0.784X;25 \fArial|b0|i0|c0;\H0.784x;120 \fArial|b0|i0|c0;\H0.784x;5.50 660.00 \fArial|b0|i0|c0;\H0.784x;2,541.00 \fArial|b0|i0|c0|p0;\H0.784X;7 \fArial|b0|i0|c0|p0;\H0.784X;10 \fArial|b0|i0|c0;\H0.784x;48 \fArial|b0|i0|c0;\H0.784x;2.32 111.36 \fArial|b0|i0|c0;\H0.784x;68.71 \fArial|b0|i0|c0|p0;\H0.784X;8 \fArial|b0|i0|c0|p0;\H0.784X;10 \fArial|b0|i0|c0;\H0.784x;48 \fArial|b0|i0|c0;\H0.784x;2.00 96.00 \fArial|b0|i0|c0;\H0.784x;59.23 \fArial|b0|i0|c0|p0;\H0.784X;9 \fArial|b0|i0|c0|p0;\H0.784X;10 \fArial|b0|i0|c0;\H0.784x;48 \fArial|b0|i0|c0;\H0.784x;2.32 111.36 \fArial|b0|i0|c0;\H0.784x;68.71 \fArial|b0|i0|c0|p0;\H0.784X;10 \fArial|b0|i0|c0|p0;\H0.784X;10 \fArial|b0|i0|c0;\H0.784x;48 \fArial|b0|i0|c0;\H0.784x;0.88 42.24 \fArial|b0|i0|c0;\H0.784x;26.06 \fArial|b0|i0|c0|p0;\H0.784X;11 \fArial|b0|i0|c0|p0;\H0.784X;25 \fArial|b0|i0|c0;\H0.784x;112 \fArial|b0|i0|c0;\H0.784x;3.20 358.40 \fArial|b0|i0|c0;\H0.784x;1,379.84 \fArial|b0|i0|c0|p0;\H0.784X;12 \fArial|b0|i0|c0|p0;\H0.784X;10 \fArial|b0|i0|c0;\H0.784x;24 \fArial|b0|i0|c0;\H0.784x;2.32 55.68 \fArial|b0|i0|c0;\H0.784x;34.35 \fArial|b0|i0|c0|p0;\H0.784X;15 \fArial|b0|i0|c0|p0;\H0.784X;10 \fArial|b0|i0|c0;\H0.784x;32 \fArial|b0|i0|c0;\H0.784x;0.58 18.56 \fArial|b0|i0|c0;\H0.784x;11.45 \fArial|b0|i0|c0|p0;\H0.784X;16 \fArial|b0|i0|c0|p0;\H0.784X;25 \fArial|b0|i0|c0;\H0.784x;80 \fArial|b0|i0|c0;\H0.784x;1.90 152.00 \fArial|b0|i0|c0;\H0.784x;585.20 \fArial|b0|i0|c0|p0;\H0.784X;17 \fArial|b0|i0|c0|p0;\H0.784X;10 \fArial|b0|i0|c0;\H0.784x;8 \fArial|b0|i0|c0;\H0.784x;2.32 18.56 \fArial|b0|i0|c0;\H0.784x;11.45 \fArial|b0|i0|c0|p0;\H0.784X;18 \fArial|b0|i0|c0|p0;\H0.784X;10 \fArial|b0|i0|c0;\H0.784x;8 \fArial|b0|i0|c0;\H0.784x;1.50 12.00 \fArial|b0|i0|c0;\H0.784x;7.40 \fArial|b0|i0|c0|p0;\H0.784X;19 \fArial|b0|i0|c0|p0;\H0.784X;10 \fArial|b0|i0|c0;\H0.784x;8 \fArial|b0|i0|c0;\H0.784x;0.88 7.04 \fArial|b0|i0|c0;\H0.784x;4.34 \fArial|b0|i0|c0|p0;\H0.784X;20 \fArial|b0|i0|c0|p0;\H0.784X;25 \fArial|b0|i0|c0;\H0.784x;40 \fArial|b0|i0|c0;\H0.784x;1.40 56.00 \fArial|b0|i0|c0;\H0.784x;215.60 \fArial|b0|i0|c0|p0;\H0.784X;21 \fArial|b0|i0|c0|p0;\H0.784X;10 \fArial|b0|i0|c0;\H0.784x;4 \fArial|b0|i0|c0;\H0.784x;2.32 9.28 \fArial|b0|i0|c0;\H0.784x;5.73 \fArial|b0|i0|c0|p0;\H0.784X;22 \fArial|b0|i0|c0|p0;\H0.784X;10 \fArial|b0|i0|c0;\H0.784x;4 \fArial|b0|i0|c0;\H0.784x;1.50 6.00 \fArial|b0|i0|c0;\H0.784x;3.70 \fArial|b0|i0|c0|p0;\H0.784X;23 \fArial|b0|i0|c0|p0;\H0.784X;10 \fArial|b0|i0|c0;\H0.784x;4 \fArial|b0|i0|c0;\H0.784x;0.88 3.52 \fArial|b0|i0|c0;\H0.784x;2.17 PLANILLA DE FIERROS COLUMNAS - RIOSTRAS Y ARCOS \H0.784X;1 \fArial|b0|i0|c0|p0;\H0.784X;12 \fArial|b0|i0|c0;\H0.784x;46 \fArial|b0|i0|c0;\H0.784x;8.49 390.54 \fArial|b0|i0|c0;\H0.784x;346.80 \fArial|b0|i0|c0|p0;\H0.784X;2 \fArial|b0|i0|c0|p0;\H0.784X;10 \fArial|b0|i0|c0;\H0.784x;12 \fArial|b0|i0|c0;\H0.784x;8.41 100.92 \fArial|b0|i0|c0;\H0.784x;62.27 \fArial|b0|i0|c0|p0;\H0.784X;3 \fArial|b0|i0|c0|p0;\H0.784X;10 \fArial|b0|i0|c0;\H0.784x;175 \fArial|b0|i0|c0;\H0.784x;1.52 266.00 \fArial|b0|i0|c0;\H0.784x;164.12 SUBTOTAL COLUMNAS: 7293.33 SUBTOTAL RIOSTRAS: 573.19 \H0.784X;1 \fArial|b0|i0|c0|p0;\H0.784X;25 \fArial|b0|i0|c0;\H0.784x;24 \fArial|b0|i0|c0;\H0.784x;27.00 648.00 \fArial|b0|i0|c0;\H0.784x;2,494.80 \fArial|b0|i0|c0|p0;\H0.784X;2 \fArial|b0|i0|c0|p0;\H0.784X;25 \fArial|b0|i0|c0;\H0.784x;8 \fArial|b0|i0|c0;\H0.784x;12.00 96.00 \fArial|b0|i0|c0;\H0.784x;369.60 \fArial|b0|i0|c0|p0;\H0.784X;3 \fArial|b0|i0|c0|p0;\H0.784X;25 \fArial|b0|i0|c0;\H0.784x;16 \fArial|b0|i0|c0;\H0.784x;6.75 108.00 \fArial|b0|i0|c0;\H0.784x;415.80 \fArial|b0|i0|c0|p0;\H0.784X;4 \fArial|b0|i0|c0|p0;\H0.784X;25 \fArial|b0|i0|c0;\H0.784x;24 \fArial|b0|i0|c0;\H0.784x;28.85 692.40 \fArial|b0|i0|c0;\H0.784x;2,665.74 \fArial|b0|i0|c0|p0;\H0.784X;5 \fArial|b0|i0|c0|p0;\H0.784X;25 \fArial|b0|i0|c0;\H0.784x;8 \fArial|b0|i0|c0;\H0.784x;13.45 107.60 \fArial|b0|i0|c0;\H0.784x;414.26 \fArial|b0|i0|c0|p0;\H0.784X;6 \fArial|b0|i0|c0|p0;\H0.784X;25 \fArial|b0|i0|c0;\H0.784x;16 \fArial|b0|i0|c0;\H0.784x;6.80 108.80 \fArial|b0|i0|c0;\H0.784x;418.88 \fArial|b0|i0|c0|p0;\H0.784X;7 \fArial|b0|i0|c0|p0;\H0.784X;25 \fArial|b0|i0|c0;\H0.784x;8 \fArial|b0|i0|c0;\H0.784x;12.00 96.00 \fArial|b0|i0|c0;\H0.784x;369.60 \fArial|b0|i0|c0|p0;\H0.784X;8 \fArial|b0|i0|c0|p0;\H0.784X;25 \fArial|b0|i0|c0;\H0.784x;8 \fArial|b0|i0|c0;\H0.784x;20.25 162.00 \fArial|b0|i0|c0;\H0.784x;623.70 \fArial|b0|i0|c0|p0;\H0.784X;9 \fArial|b0|i0|c0|p0;\H0.784X;25 \fArial|b0|i0|c0;\H0.784x;8 \fArial|b0|i0|c0;\H0.784x;26.70 213.60 \fArial|b0|i0|c0;\H0.784x;822.36 \fArial|b0|i0|c0|p0;\H0.784X;10 \fArial|b0|i0|c0|p0;\H0.784X;25 \fArial|b0|i0|c0;\H0.784x;8 \fArial|b0|i0|c0;\H0.784x;26.80 214.40 \fArial|b0|i0|c0;\H0.784x;825.44 \fArial|b0|i0|c0|p0;\H0.784X;11 \fArial|b0|i0|c0|p0;\H0.784X;25 \fArial|b0|i0|c0;\H0.784x;8 \fArial|b0|i0|c0;\H0.784x;20.20 161.60 \fArial|b0|i0|c0;\H0.784x;622.16 \fArial|b0|i0|c0|p0;\H0.784X;12 \fArial|b0|i0|c0|p0;\H0.784X;10 \fArial|b0|i0|c0;\H0.784x;208 \fArial|b0|i0|c0;\H0.784x;2.42 503.36 \fArial|b0|i0|c0;\H0.784x;310.57 \fArial|b0|i0|c0|p0;\H0.784X;13 \fArial|b0|i0|c0|p0;\H0.784X;10 \fArial|b0|i0|c0;\H0.784x;208 \fArial|b0|i0|c0;\H0.784x;1.94 403.52 \fArial|b0|i0|c0;\H0.784x;248.97 \fArial|b0|i0|c0|p0;\H0.784X;14 \fArial|b0|i0|c0|p0;\H0.784X;10 \fArial|b0|i0|c0;\H0.784x;208 \fArial|b0|i0|c0;\H0.784x;1.50 312.00 \fArial|b0|i0|c0;\H0.784x;192.50 SUBTOTAL ARCOS: 10794.39 ESQUEMA DE ARMADURAS 7.70 1 0.36 0.66 2 0.14 0.36 0.35 3 0.14 0.66 0.11 0.11 4 0.36 0.11 0.11 5.50 6 7 0.20 0.66 8 0.14 0.66 0.36 9 0.14 4 10 3.20 11 12 0.14 0.66 0.14 13 14 15 19 1.90 16 17 0.36 0.25 0.14 18 1.40 20 21 22 23 0.22 8.05 0.22 1 8.05 0.18 0.18 2 0.36 0.25 0.14 3 0.25 0.36 0.14 1 0.45 26.55 2 12.00 3 6.75 4 0.45 28.40 5 13.45 6 6.80 7 8 20.25 9 26.70 26.80 10 20.20 11 0.71 0.12 0.14 0.71 0.36 0.14 12 13 14 POS DIAM. CANT. LONG. PARC. LONG. TOTAL PESO N° (mm) (N°) (m) (m) (KG) \fArial|b0|i0|c0|p0;\H0.784X;1 \fArial|b0|i0|c0|p0;\H0.784X;20 \fArial|b0|i0|c0;\H0.784x;168 \fArial|b0|i0|c0;\H0.784x;8.95 1503.60 \fArial|b0|i0|c0;\H0.784x;3709.38 \fArial|b0|i0|c0|p0;\H0.784X;2 \fArial|b0|i0|c0|p0;\H0.784X;16 \fArial|b0|i0|c0;\H0.784x;32 \fArial|b0|i0|c0;\H0.784x;8.95 286.40 \fArial|b0|i0|c0;\H0.784x;452.51 \fArial|b0|i0|c0|p0;\H0.784X;3 \fArial|b0|i0|c0|p0;\H0.784X;20 \fArial|b0|i0|c0;\H0.784x;104 \fArial|b0|i0|c0;\H0.784x;7.25 754.00 \fArial|b0|i0|c0;\H0.784x;1860.12 \fArial|b0|i0|c0|p0;\H0.784X;4 \fArial|b0|i0|c0|p0;\H0.784X;20 \fArial|b0|i0|c0;\H0.784x;104 \fArial|b0|i0|c0;\H0.784x;3.81 396.24 \fArial|b0|i0|c0;\H0.784x;977.52 \fArial|b0|i0|c0|p0;\H0.784X;5 \fArial|b0|i0|c0|p0;\H0.784X;20 \fArial|b0|i0|c0;\H0.784x;270 \fArial|b0|i0|c0;\H0.784x;2.00 540.00 \fArial|b0|i0|c0;\H0.784x;1332.18 \fArial|b0|i0|c0|p0;\H0.784X;6 \fArial|b0|i0|c0|p0;\H0.784X;20 \fArial|b0|i0|c0;\H0.784x;66 \fArial|b0|i0|c0;\H0.784x;3.77 248.82 \fArial|b0|i0|c0;\H0.784x;613.84 PLANILLA DE FIERROS FUNDACIONES ESQUEMA DE ARMADURAS TOTAL FUNDACIONES: 8945.55 4.08 3.00 2.00 1.52 2.22 2.88 1.00 0.00 0.78 0.00 3.50 6.72 4.62 5.12 5.58 6.38 6.00 7.02 7.28 7.82 7.68 7.50 7.92 VERTICAL HORIZONTAL 7.98 DIMENSIONES AL EJE DEL ARCO 4.00 5.00 6.00 7.00 8.00 9.00 10.00 11.00 12.00 13.00 14.00 15.00 16.00 17.00 18.00 19.00 20.00 8.00 PLANO DE ESTRIBOS DIMENSIONES Y ARMADURA ESCALA 1:100 ESTRIBOS - SEC. G1-G1 d10c/15 d16c/17.5 d16c/22.5 d20c/15 d10c/30 d10c/30 d12c/15 Ed10c/30 7d12 3d10 d10c/30 d12c/15 d10c/30 d10c/15 d16c/17.5 d16c/22.5 d20c/15 d10c/30 d12c/15 d10c/30 d10c/30 d12c/15 DIMENSEIONES Y ARMADURA ESCALA 1:100 ALEROS - SEC. G2-G2 ESTRIBO EJE 1 - DIMENSIONES ESC. 1:100 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 5 5 5 5 5 5 5 5 5 5 Dimensiones para Ambos Estribos Dimensiones para Estribo Eje 1 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 5 5 5 5 5 5 PLANTA ESTRIBO EJE 1 - DIMENSIONES ESC. 1:100 ELEVACION 5 5 5 G1 G1 G2 G2 1 1 2 3 4 4 5 6 7 8 2x4d10c/30 5 5 3Ed10 5 DETALLE DE ARMADURA ALERO PLANTA Y ELEVACION ESC. 1:50 9 10 11 12 13 14 15 16 5 5 5 5 5 5 3Ed10 16 2x4d10c/30 15 17 18 19 20 21 22 POS DIAM. CANT. LONG. PARC. LONG. TOTAL PESO N° (mm) (N°) (m) (m) (KG) \fArial|b0|i0|c0|p0;\H0.784X;1 \fArial|b0|i0|c0|p0;\H0.784X;16 \fArial|b0|i0|c0;\H0.784x;193 \fArial|b0|i0|c0;\H0.784x;4.95 955.35 \fArial|b0|i0|c0;\H0.784x;1,509.45 \fArial|b0|i0|c0|p0;\H0.784X;2 \fArial|b0|i0|c0|p0;\H0.784X;10 \fArial|b0|i0|c0;\H0.784x;54 \fArial|b0|i0|c0;\H0.784x;7.95 429.30 \fArial|b0|i0|c0;\H0.784x;264.88 \fArial|b0|i0|c0|p0;\H0.784X;3 \fArial|b0|i0|c0|p0;\H0.784X;10 \fArial|b0|i0|c0;\H0.784x;54 \fArial|b0|i0|c0;\H0.784x;7.20 388.80 \fArial|b0|i0|c0;\H0.784x;239.89 3a \fArial|b0|i0|c0|p0;\H0.784X;10 \fArial|b0|i0|c0;\H0.784x;27 \fArial|b0|i0|c0;\H0.784x;3.70 99.90 \fArial|b0|i0|c0;\H0.784x;61.64 3b \fArial|b0|i0|c0|p0;\H0.784X;10 \fArial|b0|i0|c0;\H0.784x;27 \fArial|b0|i0|c0;\H0.784x;2.70 72.90 \fArial|b0|i0|c0;\H0.784x;44.98 \fArial|b0|i0|c0|p0;\H0.784X;4 \fArial|b0|i0|c0|p0;\H0.784X;16 \fArial|b0|i0|c0;\H0.784x;150 \fArial|b0|i0|c0;\H0.784x;2.79 418.50 \fArial|b0|i0|c0;\H0.784x;661.23 \fArial|b0|i0|c0|p0;\H0.784X;5 \fArial|b0|i0|c0|p0;\H0.784X;10 \fArial|b0|i0|c0;\H0.784x;60 \fArial|b0|i0|c0;\H0.784x;6.75 405.00 \fArial|b0|i0|c0;\H0.784x;249.89 \fArial|b0|i0|c0|p0;\H0.784X;6 \fArial|b0|i0|c0|p0;\H0.784X;20 \fArial|b0|i0|c0;\H0.784x;120 \fArial|b0|i0|c0;\H0.784x;6.50 780.00 \fArial|b0|i0|c0;\H0.784x;1,924.26 \fArial|b0|i0|c0|p0;\H0.784X;7 \fArial|b0|i0|c0|p0;\H0.784X;10 \fArial|b0|i0|c0;\H0.784x;36 \fArial|b0|i0|c0;\H0.784x;9.21 331.56 \fArial|b0|i0|c0;\H0.784x;204.57 \fArial|b0|i0|c0|p0;\H0.784X;8 \fArial|b0|i0|c0|p0;\H0.784X;10 \fArial|b0|i0|c0;\H0.784x;66 \fArial|b0|i0|c0;\H0.784x;9.21 607.86 \fArial|b0|i0|c0;\H0.784x;375.05 \fArial|b0|i0|c0|p0;\H0.784X;9 \fArial|b0|i0|c0|p0;\H0.784X;10 \fArial|b0|i0|c0;\H0.784x;120 \fArial|b0|i0|c0;\H0.784x;2.11 253.20 \fArial|b0|i0|c0;\H0.784x;156.22 \fArial|b0|i0|c0|p0;\H0.784X;10 \fArial|b0|i0|c0|p0;\H0.784X;12 \fArial|b0|i0|c0;\H0.784x;14 \fArial|b0|i0|c0;\H0.784x;9.29 130.06 \fArial|b0|i0|c0;\H0.784x;115.49 \fArial|b0|i0|c0|p0;\H0.784X;11 \fArial|b0|i0|c0|p0;\H0.784X;10 \fArial|b0|i0|c0;\H0.784x;6 \fArial|b0|i0|c0;\H0.784x;9.21 55.26 \fArial|b0|i0|c0;\H0.784x;34.10 \fArial|b0|i0|c0|p0;\H0.784X;12 \fArial|b0|i0|c0|p0;\H0.784X;10 \fArial|b0|i0|c0;\H0.784x;60 \fArial|b0|i0|c0;\H0.784x;2.64 158.40 \fArial|b0|i0|c0;\H0.784x;97.73 \fArial|b0|i0|c0|p0;\H0.784X;13 \fArial|b0|i0|c0|p0;\H0.784X;10 \fArial|b0|i0|c0;\H0.784x;6 \fArial|b0|i0|c0;\H0.784x;9.21 55.26 \fArial|b0|i0|c0;\H0.784x;34.10 \fArial|b0|i0|c0|p0;\H0.784X;14 \fArial|b0|i0|c0|p0;\H0.784X;12 \fArial|b0|i0|c0;\H0.784x;10 \fArial|b0|i0|c0;\H0.784x;9.29 92.90 \fArial|b0|i0|c0;\H0.784x;82.50 \fArial|b0|i0|c0|p0;\H0.784X;15 \fArial|b0|i0|c0|p0;\H0.784X;10 \fArial|b0|i0|c0;\H0.784x;32 \fArial|b0|i0|c0;\H0.784x;1.09 34.88 \fArial|b0|i0|c0;\H0.784x;21.52 \fArial|b0|i0|c0|p0;\H0.784X;16 \fArial|b0|i0|c0|p0;\H0.784X;10 \fArial|b0|i0|c0;\H0.784x;12 \fArial|b0|i0|c0;\H0.784x;4.06 48.72 \fArial|b0|i0|c0;\H0.784x;30.06 \fArial|b0|i0|c0|p0;\H0.784X;17 \fArial|b0|i0|c0|p0;\H0.784X;10 \fArial|b0|i0|c0;\H0.784x;55 \fArial|b0|i0|c0;\H0.784x;6.75 371.25 \fArial|b0|i0|c0;\H0.784x;229.06 \fArial|b0|i0|c0|p0;\H0.784X;18 \fArial|b0|i0|c0|p0;\H0.784X;20 \fArial|b0|i0|c0;\H0.784x;99 \fArial|b0|i0|c0;\H0.784x;6.75 668.25 \fArial|b0|i0|c0;\H0.784x;1,648.57 \fArial|b0|i0|c0|p0;\H0.784X;19 \fArial|b0|i0|c0|p0;\H0.784X;10 \fArial|b0|i0|c0;\H0.784x;34 \fArial|b0|i0|c0;\H0.784x;6.28 213.52 \fArial|b0|i0|c0;\H0.784x;131.74 19a \fArial|b0|i0|c0|p0;\H0.784X;10 \fArial|b0|i0|c0;\H0.784x;20 \fArial|b0|i0|c0;\H0.784x;2.78 55.60 \fArial|b0|i0|c0;\H0.784x;34.31 19b \fArial|b0|i0|c0|p0;\H0.784X;10 \fArial|b0|i0|c0;\H0.784x;20 \fArial|b0|i0|c0;\H0.784x;1.78 35.60 \fArial|b0|i0|c0;\H0.784x;21.97 \fArial|b0|i0|c0|p0;\H0.784X;20 \fArial|b0|i0|c0|p0;\H0.784X;12 \fArial|b0|i0|c0;\H0.784x;68 \fArial|b0|i0|c0;\H0.784x;5.92 402.56 \fArial|b0|i0|c0;\H0.784x;357.47 20a \fArial|b0|i0|c0|p0;\H0.784X;12 \fArial|b0|i0|c0;\H0.784x;39 \fArial|b0|i0|c0;\H0.784x;2.42 94.38 \fArial|b0|i0|c0;\H0.784x;83.81 20b \fArial|b0|i0|c0|p0;\H0.784X;12 \fArial|b0|i0|c0;\H0.784x;40 \fArial|b0|i0|c0;\H0.784x;1.42 56.80 \fArial|b0|i0|c0;\H0.784x;50.44 \fArial|b0|i0|c0|p0;\H0.784X;21 \fArial|b0|i0|c0|p0;\H0.784X;10 \fArial|b0|i0|c0;\H0.784x;8 \fArial|b0|i0|c0;\H0.784x;3.73 29.84 \fArial|b0|i0|c0;\H0.784x;18.41 21a \fArial|b0|i0|c0|p0;\H0.784X;10 \fArial|b0|i0|c0;\H0.784x;2 \fArial|b0|i0|c0;\H0.784x;2.08 4.16 \fArial|b0|i0|c0;\H0.784x;2.57 21b \fArial|b0|i0|c0|p0;\H0.784X;10 \fArial|b0|i0|c0;\H0.784x;1 \fArial|b0|i0|c0;\H0.784x;1.08 1.08 \fArial|b0|i0|c0;\H0.784x;0.67 \fArial|b0|i0|c0|p0;\H0.784X;22 \fArial|b0|i0|c0|p0;\H0.784X;12 \fArial|b0|i0|c0;\H0.784x;16 \fArial|b0|i0|c0;\H0.784x;3.42 54.72 \fArial|b0|i0|c0;\H0.784x;48.59 22a \fArial|b0|i0|c0|p0;\H0.784X;12 \fArial|b0|i0|c0;\H0.784x;4 \fArial|b0|i0|c0;\H0.784x;1.77 7.08 \fArial|b0|i0|c0;\H0.784x;6.29 22b \fArial|b0|i0|c0|p0;\H0.784X;12 \fArial|b0|i0|c0;\H0.784x;2 \fArial|b0|i0|c0;\H0.784x;0.72 1.44 \fArial|b0|i0|c0;\H0.784x;1.28 ESQUEMA DE ARMADURAS TOTAL ESTRIBOS: 8742.72 PLANILLA DE FIERROS ESTRIBOS 8.95 1 2 3.10 4.15 3 4 1.70 1.75 .36 2.00 5 6 0.36 3.05 0.36 0.50 3.95 0.50 1 7.95 2 6.75 0.50 3 3.20 0.50 3a 2.20 0.50 3b 0.29 2.50 4 5 6.25 0.50 6.00 0.50 6 0.18 8.85 0.18 7 8 0.14 0.41 0.39 0.28 0.22 0.49 9 0.22 8.85 0.22 10 11 0.95 0.20 0.89 0.60 12 13 14 0.50 0.59 15 1.90 0.26 1.90 16 17 6.25 0.50 18 0.18 6.10 19 0.18 2.60 19a 0.18 1.60 19b 0.22 5.70 20 2.20 20a 0.22 1.20 20b 0.18 3.55 21 1.90 21a 0.18 0.90 21b 0.22 0.18 0.22 3.20 22 1.55 22a 0.22 0.50 22b 0.22 2d12c/POSTE 5Ed10c/POSTE 2d12c/POSTE 5Ed10c/POSTE d10c/20 4d10 4d10 BARANDADO, VISTA LATERAL ESC. 1:25 ACERA Y BARANDA ESCALA 1:25 SECCION C-C 4d10 4d10 Ed10c/20 Ed10c/20 2d12c/POSTE 5 5 5 5 4d10 d10c/12.5 Viga Longitudinal 1 2 3 5 2 5 2 5Ed10c/POSTE 4 3 3 4 4 5 5 6 6 POS DIAM. CANT. LONG. PARC. LONG. TOTAL PESO N° (mm) (N°) (m) (m) (KG) \fArial|b0|i0|c0|p0;\H0.784X;1 \fArial|b0|i0|c0|p0;\H0.784X;20 \fArial|b0|i0|c0;\H0.784x;44 \fArial|b0|i0|c0;\H0.784x;8.77 385.88 \fArial|b0|i0|c0;\H0.784x;951.97 \fArial|b0|i0|c0|p0;\H0.784X;2 \fArial|b0|i0|c0|p0;\H0.784X;16 \fArial|b0|i0|c0;\H0.784x;22 \fArial|b0|i0|c0;\H0.784x;4.25 93.50 \fArial|b0|i0|c0;\H0.784x;147.73 \fArial|b0|i0|c0|p0;\H0.784X;3 \fArial|b0|i0|c0|p0;\H0.784X;20 \fArial|b0|i0|c0;\H0.784x;44 \fArial|b0|i0|c0;\H0.784x;8.77 385.88 \fArial|b0|i0|c0;\H0.784x;951.97 \fArial|b0|i0|c0|p0;\H0.784X;4 \fArial|b0|i0|c0|p0;\H0.784X;10 \fArial|b0|i0|c0;\H0.784x;363 \fArial|b0|i0|c0;\H0.784x;1.88 682.44 \fArial|b0|i0|c0;\H0.784x;421.07 ESQUEMA DE ARMADURAS SUBTOTAL VIGA TRANSVERSAL: 2472.73 PLANILLA DE FIERROS VIGAS TRANSVERSALES - ACERA Y BARANDA 0.36 8.05 0.36 1 8.05 0.36 0.36 2 0.54 0.26 0.14 3 4.25 3 \H0.784X;1 \fArial|b0|i0|c0|p0;\H0.784X;10 \fArial|b0|i0|c0;\H0.784x;804 \fArial|b0|i0|c0;\H0.784x;1.61 1,294.44 \fArial|b0|i0|c0;\H0.784x;798.67 \fArial|b0|i0|c0|p0;\H0.784X;2 \fArial|b0|i0|c0|p0;\H0.784X;10 \fArial|b0|i0|c0;\H0.784x;48 26.05 1,250.40 771.50 \fArial|b0|i0|c0|p0;\H0.784X;3 \fArial|b0|i0|c0|p0;\H0.784X;12 \fArial|b0|i0|c0;\H0.784x;104 \fArial|b0|i0|c0;\H0.784x;2.41 250.64 \fArial|b0|i0|c0;\H0.784x;222.57 \fArial|b0|i0|c0|p0;\H0.784X;4 \fArial|b0|i0|c0|p0;\H0.784X;10 \fArial|b0|i0|c0;\H0.784x;260 \fArial|b0|i0|c0;\H0.784x;0.76 197.60 \fArial|b0|i0|c0;\H0.784x;121.92 \fArial|b0|i0|c0|p0;\H0.784X;5 \fArial|b0|i0|c0|p0;\H0.784X;10 \fArial|b0|i0|c0;\H0.784x;960 \fArial|b0|i0|c0;\H0.784x;0.61 585.60 \fArial|b0|i0|c0;\H0.784x;361.32 SUBTOTAL ACERA Y BARANDADO: 2275.97 0.13 0.11 0.76 0.11 0.50 1 2 26.05 3 0.96 0.06 0.88 0.11 0.40 0.16 0.11 0.11 4 0.09 0.11 0.11 5 NOTAS 1.- PUENTE TIPO ARCO CON TABLERO SUPERIOR. 2.- TIPO DE CARGA CAMION HS20-44 AASHTO 2002 3.- SUPERESTRUCTURA DE HORMIGON ARMADO CON LOSA LLENA SOBRE ARCO DE HORMIGON ARMADO. 4.- EL HORMIGON DE LA LOSA Y VIGAS SERA DEL TIPO H-25 TENDRA UNA RESISTENCIA CILINDRICA CARACTERISTICA A LOS 28 DIAS DE 25 MPa. 5.- EL ACERO DE REFUERZO TENDRA UN LIMITE ELASTICO MINIMO DE 420 MPa (AASHTO ACERO A-615- GRADO 60). 6.- BARANDADO TIPO P-3 S.N.C. 7.- LOS DRENES SERAN DE TUBOS DE P.V.C. CON UN DIAMETRO DE 4". 8.- LOS EMPALMES SE REALIZARAN EN ZONAS DE MENOR TRACCION, CON UNA LONGITUD DE 30ø. 9.- RECUBRIMIENTO: 2.5cm. 10.- DIMENSIONES EN METROS. 11.- ESCALAS INDICADAS. NOTAS 1.- PUENTE TIPO ARCO CON TABLERO SUPERIOR. 2.- TIPO DE CARGA: CAMION HS20-44 AASHTO 2002. 3.- SUPERESTRUCTURA DE HORMIGON ARMADO CON LOSA LLENA Y VIGAS. 4.- INFRAESTRUCTURA FUNDACIONES DE ARCO Y DOS ESTRIBOS DE HORMIGON ARMADO. 5.- EL HORMIGON DEL ARCO SERA DEL TIPO "H-25" TENDRA UNA RESISTENCIA CILINDRICA CARACTERISTICA A LOS 28 DIAS DE 25 MPa. 6.- EL HORMIGON DE COLUMNAS SERA DEL TIPO "H-25" TENDRA UNA RESISTENCIA CILINDRICA CARACTERISTICA A LOS 28 DIAS DE 25 MPa. 7.- EL HORMIGON DE LOS ESTRIBOS SERA DEL TIPO "H-21" TENDRA UNA RESISTENCIA CILINDRICA CARACTERISTICA A LOS 28 DIAS DE 18 MPa. 8.- EL ACERO DE REFUERZO TENDRA UN LIMITE ELASTICO MINIMO DE 420MPa (AASHTO ACERO A-615-GRADO 60). 9.- BARANDADO TIPO P-3 S.N.C. 10.- JUNTAS DE DILATACION CON SELLOS DE NEOPRENO, CON UN ANCHO DE 3 CM. 11.- APARATOS DE APOYO NEOPRENO COMPUESTO E=5 CM. 12.- LOS DRENES SERAN DE TUBOS DE P.V.C. CON UN DIAMETRO DE 4". 13.- LAS COTAS DE FUNDACION PODRAN MODIFICARSE EN OBRA PREVIA AUTORIZACION DEL FISCAL DE OBRA. 14.- DIMENSIONES EN METROS. 15.- ESCALAS INDICADAS. RESUMEN DE CANTIDADES, INFRAESTRUCTURA RESUMEN DE CANTIDADES, SUPERESTRUCTURA HORMIGON TIPO "H25" (LOSA, VIGAS Y ACERAS) ACERO ESTRUCTURAL PARA ITEM S-1 HORMIGON TIPO "H25" (ARCOS Y RIOSTRAS) ACERO ESTRUCTURAL PARA ITEM S-3 BARANDADO TIPO P-3 S.N.C. TUBO P.V.C. DE DIAMETRO 4" PARA DRENES JUNTAS DE DILATACION EXCAVACION ESTRUCTURAL HORMIGON TIPO "H25" (COLUMNAS) ACERO ESTRUCTURAL PARA ITEM I-2 HORMIGON TIPO "A" (ESTRIBOS Y FUNDACIONES) ACERO ESTRUCTURAL PARA ITEM I-4 APARATOS DE APOYO E=0.5dm; A=2.5dm; L=76dm D E S C R I P C I O N D E S C R I P C I O N I-1 I-2 I-3 I-4 I-5 I-6 ITEM S-1 S-2 S-3 S-4 S-5 S-6 S-7 ITEM UNIDAD M3 M3 Kg M3 Kg dm3 M3 Kg M3 Kg ML ML ML UNIDAD 694.80 14.24 7293.33 453.65 17688.27 190.00 CANTIDAD 187.67 34102.98 30.58 11367.58 100.00 32.50 14.60 CANTIDAD D E S C R I P C I O N RESUMEN DE CANTIDADES HORMIGON TIPO "H-25" (ARCOS Y RIOSTRAS) ACERO ESTRUCTURAL PARA ITEM S-3 HORMIGON TIPO "H-25" (COLUMNAS) ACERO ESTRUCTURAL PARA ITEM I-2 S-3 S-4 I-2 I-3 ITEM UNIDAD 30.58 11367.58 14.24 7293.33 m3 Kg m3 Kg CANTIDAD HORMIGON TIPO "A" (FUNDACIONES Y ZAPATAS) ACERO ESTRUCTURAL PARA ITEM I-2 HORMIGON TIPO "A" (ESTRIBOS) ACERO ESTRUCTURAL PARA ITEM I-4 APARATOS DE APOYO E=0.5dm; A=2.5dm; L=76.dm I-2 I-3 I-4 I-5 I-6 RESUMEN DE CANTIDADES D E S C R I P C I O N ITEM 226.11 8945.55 227.54 8742.72 190.00 m3 Kg m3 Kg dm3 UNIDAD CANTIDAD NOTAS 1.- PUENTE TIPO ARCO CON TABLERO SUPERIOR. 2.- TIPO DE CARGA CAMION HS20-44 AASHTO 2002 3.- SUPERESTRUCTURA DE HORMIGON ARMADO CON LOSA LLENA SOBRE ARCO DE HORMIGON ARMADO. 4.- EL HORMIGON DE LA LOSA Y VIGAS SERA DEL TIPO H-25 TENDRA UNA RESISTENCIA CILINDRICA CARACTERISTICA A LOS 28 DIAS DE 25 MPa. 5.- EL ACERO DE REFUERZO TENDRA UN LIMITE ELASTICO MINIMO DE 420 MPa (AASHTO ACERO A-615- GRADO 60). 6.- BARANDADO TIPO P-3 S.N.C. 7.- LOS DRENES SERAN DE TUBOS DE P.V.C. CON UN DIAMETRO DE 4". 8.- LOS EMPALMES SE REALIZARAN EN ZONAS DE MENOR TRACCION, CON UNA LONGITUD DE 30ø. 9.- RECUBRIMIENTO: 2.5cm. 10.- DIMENSIONES EN METROS. 11.- ESCALAS INDICADAS. NOTAS 1.- PUENTE TIPO ARCO CON TABLERO SUPERIOR. 2.- TIPO DE CARGA CAMION HS20-44 AASHTO 2002 3.- SUPERESTRUCTURA DE HORMIGON ARMADO CON LOSA LLENA SOBRE ARCO DE HORMIGON ARMADO. 4.- EL HORMIGON DE LA LOSA Y VIGAS SERA DEL TIPO H-25 TENDRA UNA RESISTENCIA CILINDRICA CARACTERISTICA A LOS 28 DIAS DE 25 MPa. 5.- EL ACERO DE REFUERZO TENDRA UN LIMITE ELASTICO MINIMO DE 420 MPa (AASHTO ACERO A-615- GRADO 60). 6.- BARANDADO TIPO P-3 S.N.C. 7.- LOS DRENES SERAN DE TUBOS DE P.V.C. CON UN DIAMETRO DE 4". 8.- LOS EMPALMES SE REALIZARAN EN ZONAS DE MENOR TRACCION, CON UNA LONGITUD DE 30ø. 9.- RECUBRIMIENTO: 2.5cm. 10.- DIMENSIONES EN METROS. 11.- ESCALAS INDICADAS. NOTAS 1.- FUNDACIONES Y ZAPATAS HORMIGON ARMADO. 2.- EL HORMIGON DE LAS FUNDACIONES Y ZAPATAS SERA DEL TIPO "A", TENDRA UNA RESISTENCIA CILINDRICA CARACTERISTICA A LOS 28 DIAS DE 21 MPa. 3.- EL HORMIGON DE LOS ESTRIBOS SERA DEL TIPO "A", TENDRA UNA RESISTENCIA CILINDRICA CARACTERISTICA A LOS 28 DIAS DE 21 MPa. 4.- EL ACERO DE REFUERZO TENDRA UN LIMITE ELASTICO MINIMO DE 420 MPa (AASHTO ACERO A-615- GRADO 60). 5.- LOS EMPALMES SE REALIZARAN EN ZONAS DE MENOR TRACCION, CON UNA LONGITUD DE 30ø. 6.- RECUBRIMIENTO EN FUNDACIONES, ZAPATAS Y ESTRIBOS: 5 cm. 7.- JUNTAS DE DILATACION CON SELLOS DE NEOPRENO, CON UN ANCHO DE 3 CM. 8.- APARATOS DE APOYO DE NEOPRENO COMPUESTO DE E= 5 CM. 9.-TENSION ADMISIBLE DEL TERRENO 0.21 MPa. 10.-LAS COTAS DE FUNDACION PODRAN MODIFICARSE EN OBRA PREVIA AUTORIZACION DEL FISCAL DE OBRA. 11.- DIMENSIONES EN METROS. 12.- ESCALAS INDICADAS. HORMIGON TIPO "A" (FUNDACIONES Y ZAPATAS) ACERO ESTRUCTURAL PARA ITEM I-2 HORMIGON TIPO "A" (ESTRIBOS) ACERO ESTRUCTURAL PARA ITEM I-4 APARATOS DE APOYO E=0.5dm; A=2.5dm; L=76.dm I-2 I-3 I-4 I-5 I-6 RESUMEN DE CANTIDADES D E S C R I P C I O N ITEM 226.11 8945.55 227.54 8742.72 190.00 m3 Kg m3 Kg dm3 UNIDAD CANTIDAD HORMIGON TIPO "H25" (LOSA-VIGAS-ACERA) ACERO ESTRUCTURAL PARA ITEM S-1 BARANDADO TIPO P-3 S.N.C. TUBO P.V.C. DE DIAMETRO 4" PARA DRENES JUNTAS DE DILATACION RESUMEN DE CANTIDADES D E S C R I P C I O N S-1 S-2 S-5 S-6 S-7 ITEM 187.67 34099.98 100.00 32.50 14.60 CANTIDAD M3 Kg ML ML ML UNIDAD SELLO DE NEOPRENO WD-1625 ESC. 1:10 JUNTA DE DILATACION d10C/15 estribo FIERRO d6x100mm soldados alternativamente losa d10C/15 L100x100x10mm 5 5 5 5 HORMIGON TIPO "H25" (LOSA-VIGAS-ACERA) ACERO ESTRUCTURAL PARA ITEM S-1 BARANDADO TIPO P-3 S.N.C. TUBO P.V.C. DE DIAMETRO 4" PARA DRENES JUNTAS DE DILATACION RESUMEN DE CANTIDADES D E S C R I P C I O N S-1 S-2 S-5 S-6 S-7 ITEM 187.67 34099.98 100.00 32.50 14.60 CANTIDAD M3 Kg ML ML ML UNIDAD 5 Ejes 4 y 4a ESCALA 1:25 SECCION F4-F4 28ø25 11 2Eø10c/35 ø10c/35 Eø10c/35 12 13 14 15 ESCALA 1:25 ARCO - COLUMNA Armadura de Arco DETALLE TIPO UNION Armadura de Columna Estribo adicional 5 5 Primer estribo \fArial|b0|i0|c0|p0;\H0.784X;13 \fArial|b0|i0|c0|p0;\H0.784X;10 \fArial|b0|i0|c0;\H0.784x;24 2.00 48.00 29.62 \fArial|b0|i0|c0|p0;\H0.784X;14 \fArial|b0|i0|c0|p0;\H0.784X;10 \fArial|b0|i0|c0;\H0.784x;24 1.58 37.92 23.40 Ed10c/30 7d12 3d10 d10c/30 d10c/30 10 11 d12c/15(26) 2d12(25) d16c/20 (Acero liso, mitad superior de la barra pintada con diluido asfaltico). 27 5 5 APROXIMACION LOSA DE 5 5 5 LOSA DE APROXIMACION ESC. 1:50 5 14 d10c/15(29) d12c/15(28) 14 d8c/15(31) d10c/15(30) 5 5 5

Language	Spanish
Drawing Type	Block
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	arch, autocad, block, bridge, DWG, length, meter