30 People Internship Internship DWG Block for AutoCAD

SMALL INTERNSHIP. Plants – Structure seismoresistant

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

lamina, obra :, executor, location :, character :, scale :, date :, x-axis, y-axis, foundation, stake out, stakeout of pillars – foundation, pillar, dimension, center coordinates, x coordinate, y coordinate, element , pos., diam., no., pat., straight, long., total, total:, footings, frame of foundation elements, references, armed inf. x, armed inf. and, frame of starts, armed corners, steel summary, long. total, superior, inferior, abutments, beams, cutting of beams, kitchen, bedroom, gallery, educational center and, structural plans, bolivia, development of women, plurinational state, ayni, view on floor, shoes and columns

Raw text data extracted from CAD file:

\A1;1.18 \A1;2.00 \A1;1.65 \A1;2.00 \A1;0.68 \A1;0.20 \A1;3.95 \A1;0.20 \A1;2.95 \A1;0.20 \A1;0.95 \A1;2.00 \A1;9.07 \A1;2.00 \A1;1.33 \A1;3.95 \A1;0.20 \A1;3.23 \A1;0.20 \A1;2.87 \A1;0.20 \A1;4.31 \A1;0.20 \A1;1.18 \A1;2.00 \A1;1.65 \A1;2.00 \A1;0.68 \A1;0.20 \A1;3.95 \A1;0.20 \A1;2.95 \A1;0.20 \A1;0.20 \A1;4.15 \A1;3.15 \A1;1.18 \A1;2.00 \A1;1.18 \A1;6.29 \A1;1.38 \A1;2.00 \A1;1.33 \A1;3.95 \A1;0.20 \A1;6.29 \A1;0.20 \A1;4.31 \A1;0.20 \A1;4.51 \A1;3.07 \A1;3.43 \A1;4.15 \A1;0.20 \A1;0.66 \A1;1.00 \A1;0.66 \A1;0.90 \A1;0.20 \A1;0.90 \A1;0.66 \A1;1.00 \A1;0.30 \A1;0.93 \A1;2.03 \A1;0.20 \A1;3.95 \A1;0.20 \A1;0.20 \A1;2.95 \A1;0.20 \A1;3.95 \A1;0.20 \A1;0.20 \A1;14.95 \A1;7.10 \A1;2.95 \A1;3.95 \A1;3.95 \A1;4.31 \A1;9.50 \A1;17.35 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;4.15 \A1;3.15 \A1;4.51 \A1;3.07 \A1;3.43 \A1;4.15 LAMINA OBRA: EJECUTOR UBICACION: CARACTER: ESCALA: FECHA: 1 de 10 ESCALA: ESCALA: 110 x 110 x 30 / 20 110 x 110 x 30 / 20 110 x 110 x 30 / 20 110 x 110 x 30 / 20 110 x 110 x 30 / 20 120 x 120 x 30 / 20 110 x 110 x 30 / 20 120 x 120 x 30 / 20 110 x 110 x 30 / 20 110 x 110 x 30 / 20 110 x 110 x 30 / 20 110 x 110 x 30 / 20 110 x 110 x 30 / 20 110 x 110 x 30 / 20 P1 (20×20) P2 (20×20) P4 (20×20) P5 (20×20) P6 (20×20) P7 (20×20) P8 (20×20) P9 (20×20) P10 (20×20) P11 (20×20) P12 (20×20) P13 (20×20) P14 (20×20) P15 (20×20) Eje X Eje Y (0.000, 0.000) Eje “A” Eje “B” Eje “C” 1.9 3.25 4.25 Eje “1” Eje “2” Eje “3” Eje “4” Eje “5” 1.9 4.25 3.425 3.065 4.61 Cimentación Replanteo Escala: 1:125 Replanteo de pilares – Cimentación Pilar Dimensión (cm) Coordenadas del centro Coordenada X (m) Coordenada Y (m) P1 20×20 2.000 2.000 P2 20×20 6.150 2.000 P4 20×20 12.640 2.000 P5 20×20 17.150 2.000 P6 20×20 2.000 5.150 P7 20×20 6.150 5.150 P8 20×20 9.575 5.150 P9 20×20 12.640 5.150 P10 20×20 17.150 5.150 P11 20×20 2.000 9.300 P12 20×20 6.150 9.300 P13 20×20 9.575 9.300 P14 20×20 12.640 9.300 P15 20×20 17.150 9.300 Cota de arranque de los pilares: -0.90 m 20×40 20×40 20×40 20×40 20×40 20×40 20×40 20×40 20×40 20×40 20×40 20×40 20×40 20×40 20×40 20×40 20×40 20×40 P1 (20×20) P2 (20×20) P4 (20×20) P5 (20×20) P6 (20×20) P7 (20×20) P8 (20×20) P9 (20×20) P10 (20×20) P11 (20×20) P12 (20×20) P13 (20×20) P14 (20×20) P15 (20×20) Eje X Eje Y (0.000, 0.000) Eje “A” Eje “B” Eje “C” 1.9 3.25 4.25 Eje “1” Eje “2” Eje “3” Eje “4” Eje “5” 1.9 4.25 3.425 3.065 4.61 Sobrecimiento Cota +0.00 Replanteo Escala: 1:125 Replanteo de pilares – Sobrecimiento Cota +0.00 Pilar Dimensión (cm) Coordenadas del centro Coordenada X (m) Coordenada Y (m) P1 20×20 2.000 2.000 P2 20×20 6.150 2.000 P4 20×20 12.640 2.000 P5 20×20 17.150 2.000 P6 20×20 2.000 5.150 P7 20×20 6.150 5.150 P8 20×20 9.575 5.150 P9 20×20 12.640 5.150 P10 20×20 17.150 5.150 P11 20×20 2.000 9.300 P12 20×20 6.150 9.300 P13 20×20 9.575 9.300 P14 20×20 12.640 9.300 P15 20×20 17.150 9.300 Cota de arranque de los pilares: 0.00 m 20×35 20×35 20×35 20×35 20×35 20×35 20×35 20×35 20×35 20×35 20×35 20×35 20×35 20×35 20×35 20×35 3 VI:20×35 3 VI:20×35 P1 (20×20) P2 (20×20) P4 (20×20) P5 (20×20) P6 (20×20) P7 (20×20) P8 (20×20) P9 (20×20) P10 (20×20) P11 (20×20) P12 (20×20) P13 (20×20) P14 (20×20) P15 (20×20) Eje X Eje Y (0.000, 0.000) Eje “A” Eje “B” Eje “C” 1.9 3.25 4.25 Eje “1” Eje “2” Eje “3” Eje “4” Eje “5” 1.9 4.25 3.425 3.065 4.61 Viga Cadena Cota +3.00 Replanteo Escala: 1:125 Replanteo de pilares – Viga Cadena Cota +3.00 Pilar Dimensión (cm) Coordenadas del centro Coordenada X (m) Coordenada Y (m) P6 20×20 2.000 5.150 P7 20×20 6.150 5.150 P8 20×20 9.575 5.150 P9 20×20 12.640 5.150 P10 20×20 17.150 5.150 Cota de arranque de los pilares: +3.00 m 20×35 20×35 20×35 20×35 2 VI:20×35 2 VI:20×35 P6 (20×20) P7 (20×20) P8 (20×20) P9 (20×20) P10 (20×20) Eje X Eje Y (0.000, 0.000) Eje “B” Eje “C” 5.15 4.25 Eje “1” Eje “2” Eje “3” Eje “4” Eje “5” 1.9 4.25 3.425 3.065 4.61 Vigas Cota +4.60 Replanteo Escala: 1:125 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.20 1.20 1.20 1.20 Elemento Pos. Diám. No. Pat. (cm) Recta (cm) Pat. (cm) Long. (cm) Total (cm) AH-400CN (kg) P1=P2=P4=P5=P6=P8=P10 P11=P12=P13=P14=P15 1 d12 5 5 119 5 129 645 5.7 2 d12 5 129 129 645 5.7 3 d12 4 30 47 77 308 2.7 4 d6 3 74 74 222 0.5 16.1 193.2 Total+10%: (x12): d6: 7.2 d12: 186.0 Total: 193.2 P1 (20×20) P2 (20×20) P4 (20×20) P5 (20×20) P6 (20×20) P7 (20×20) P8 (20×20) P9 (20×20) P10 (20×20) P11 (20×20) P12 (20×20) P13 (20×20) P14 (20×20) P15 (20×20) 110 x 110 x 30 / 20 X: 5d12c/20 Y: 5d12c/20 110 x 110 x 30 / 20 X: 5d12c/20 Y: 5d12c/20 110 x 110 x 30 / 20 X: 5d12c/20 Y: 5d12c/20 110 x 110 x 30 / 20 X: 5d12c/20 Y: 5d12c/20 110 x 110 x 30 / 20 X: 5d12c/20 Y: 5d12c/20 120 x 120 x 30 / 20 X: 6d12c/20 Y: 6d12c/20 110 x 110 x 30 / 20 X: 5d12c/20 Y: 5d12c/20 120 x 120 x 30 / 20 X: 6d12c/20 Y: 6d12c/20 110 x 110 x 30 / 20 X: 5d12c/20 Y: 5d12c/20 110 x 110 x 30 / 20 X: 5d12c/20 Y: 5d12c/20 110 x 110 x 30 / 20 X: 5d12c/20 Y: 5d12c/20 110 x 110 x 30 / 20 X: 5d12c/20 Y: 5d12c/20 110 x 110 x 30 / 20 X: 5d12c/20 Y: 5d12c/20 110 x 110 x 30 / 20 X: 5d12c/20 Y: 5d12c/20 4d12 4d12 4d12 4d12 4d12 4d12 4d12 4d12 4d12 4d12 4d12 4d12 4d12 4d12 Cimentación ZAPATAS Hormigón: H-20 , Control Normal Escala: 1:125 CUADRO DE ELEMENTOS DE CIMENTACIÓN Referencias Dimensiones (cm) Canto (cm) Armado inf. X Armado inf. Y P1, P2, P4, P5, P6, P8, P10, P11, P12, P13, P14 y P15 110×110 30 / 20 5d12c/20 5d12c/20 P7 y P9 120×120 30 / 20 6d12c/20 6d12c/20 Cuadro de arranques Referencias Armados Esquinas P1, P2, P4, P5, P6, P7, P8, P9, P10, P11, P12, P13, P14 y P15 4d12 (30+22+25) Resumen Acero Cimentación ZAPATAS Long. total (m) Peso+10% (kg) AH-400CN d6 31.1 8 d12 231.3 226 234 Total P1, P2, P4, P5, P6, P8, P10, P11, P12, P13, P14 y P15 5 5 10 5P1d12c/20 L=129 40 15 15 40 20 10 P1 6 6 9 5P2d12c/20 L=129 40 15 15 40 30 P1 110 110 30 4X1P3d12 L=77 6 15 15 3P4d6 L=74 20 20 P1 P7 y P9 5 5 10 6P1d12c/20 L=139 45 15 15 45 20 10 P7 6 6 9 6P2d12c/20 L=139 45 15 15 45 30 P7 120 120 30 4X1P3d12 L=77 6 15 15 3P4d6 L=74 20 20 P7 Elemento Pos. Diám. No. Pat. (cm) Recta (cm) Pat. (cm) Long. (cm) Total (cm) AH-400CN (kg) P7=P9 1 d12 6 5 129 5 139 834 7.4 2 d12 6 139 139 834 7.4 3 d12 4 30 47 77 308 2.7 4 d6 3 74 74 222 0.5 19.8 39.6 Total+10%: (x2): d6: 1.0 d12: 38.6 Total: 39.6 ESCALA: ESCALA: ESCALA: ESCALA: ESCALA: FECHA: Elemento Pos. Diám. No. Pat. (cm) Recta (cm) Pat. (cm) Long. (cm) Total (cm) AH-400CN (kg) Pórtico 1 1 d12 2 25 431 25 481 962 8.5 2 d10 1 285 285 285 1.8 3 d10 2 25 431 25 481 962 5.9 4 d10 4 25 100 125 500 3.1 5 d6 14 116 1624 3.6 25.2 Total+10%: Pórtico 2 6 d12 2 25 467 25 517 1034 9.2 7 d10 1 275 275 275 1.7 8 d10 2 25 467 25 517 1034 6.4 9 d10 4 25 110 135 540 3.3 10 d6 15 116 1740 3.9 27.0 Total+10%: d6: 8.3 d10: 24.4 d12: 19.5 Total: 52.2 4.35 P1 P2 2P1d12 L=4.81 0.25 0.25 1P2d10 L=2.85 2P3d10 L=4.81 0.25 0.25 2P4d10 L=1.25 0.25 2P4d10 L=1.25 0.25 14x1eP5d6c/0.3 0.2 3.95 0.2 0.2×0.4 0.36 0.16 0.4 0.2 Pórtico 1 SUPERIOR INFERIOR Estribos Resumen Acero Sobrecimiento Cota +0.00 Vigas Long. total (m) Peso+10% (kg) AH-400CN d6 261.0 64 d10 275.4 187 d12 148.4 145 396 Total 4.71 P4 P5 2P6d12 L=5.17 0.25 0.25 1P7d10 L=2.75 2P8d10 L=5.17 0.25 0.25 2P9d10 L=1.35 0.25 2P9d10 L=1.35 0.25 15x1eP10d6c/0.3 0.2 4.31 0.2 0.2×0.4 0.36 0.16 0.4 0.2 Pórtico 2 SUPERIOR INFERIOR Estribos Sobrecimiento Cota +0.00 Despiece de vigas Hormigón: H-20 , Control Normal Acero: AH-400 , Control Normal Escala pórticos: 1:50 Escala secciones: 1:20 Elemento Pos. Diám. No. Pat. (cm) Recta (cm) Pat. (cm) Long. (cm) Total (cm) AH-400CN (kg) Pórtico 3=Pórtico 4 1 d12 4 25 785 810 3240 28.8 2 d10 2 630 630 1260 7.8 3 d10 4 25 775 800 3200 19.7 4 d10 4 175 175 700 4.3 5 d10 2 150 150 300 1.8 6 d10 2 110 25 135 270 1.7 7 d10 2 25 100 125 250 1.5 8 d6 50 116 5800 12.9 86.4 172.8 Total+10%: (x2): d6: 28.4 d10: 81.0 d12: 63.4 Total: 172.8 4.25 3.425 3.065 4.61 P11 P6 P12 P7 P13 P8 P14 P9 P15 P10 2P1d12 L=8.1 0.25 2P1d12 L=8.1 0.25 1P2d10 L=6.3 1P2d10 L=6.3 2P3d10 L=8 0.25 2P3d10 L=8 0.25 2P4d10 L=1.75 2P4d10 L=1.75 2P5d10 L=1.5 2P6d10 L=1.35 0.25 2P7d10 L=1.25 0.25 0.8 0.95 0.75 1 0.7 0.8 14x1eP8d6c/0.3 11x1eP8d6c/0.3 10x1eP8d6c/0.3 15x1eP8d6c/0.3 0.2 3.95 0.1 0.1 3.225 0.1 0.1 2.865 0.1 0.1 4.31 0.2 0.2×0.4 0.2×0.4 0.2×0.4 0.2×0.4 0.36 0.16 0.4 0.2 0.36 0.16 0.4 0.2 0.36 0.16 0.4 0.2 0.36 0.16 0.4 0.2 Pórtico 3 Pórtico 4 SUPERIOR INFERIOR Estribos 3.25 4.25 P5 P4 P2 P1 P10 P9 P7 P6 P15 P14 P12 P11 2P1d12 L=7.96 0.25 0.25 1P2d10 L=6.15 2P3d10 L=7.96 0.25 0.25 2P4d10 L=1.65 2P5d10 L=1.25 0.25 2P6d10 L=1.05 0.25 0.7 0.95 10x1eP7d6c/0.3 14x1eP7d6c/0.3 0.2 2.95 0.1 0.1 3.95 0.2 0.2×0.4 0.2×0.4 0.36 0.16 0.4 0.2 0.36 0.16 0.4 0.2 Pórtico 5 Pórtico 6 Pórtico 7 Pórtico 8 SUPERIOR INFERIOR Estribos Elemento Pos. Diám. No. Pat. (cm) Recta (cm) Pat. (cm) Long. (cm) Total (cm) AH-400CN (kg) Pórtico 5=Pórtico 6=Pórtico 7=Pórtico 8 1 d12 2 25 746 25 796 1592 14.1 2 d10 1 615 615 615 3.8 3 d10 2 25 746 25 796 1592 9.8 4 d10 2 165 165 330 2.0 5 d10 2 100 25 125 250 1.5 6 d10 2 25 80 105 210 1.3 7 d6 24 116 2784 6.2 42.6 170.4 Total+10%: (x4): d6: 27.2 d10: 81.2 d12: 62.0 Total: 170.4 Sobrecimiento Cota +0.00 Despiece de vigas Hormigón: H-20 , Control Normal Acero: AH-400 , Control Normal Escala pórticos: 1:50 Escala secciones: 1:20 4.25 6.49 4.61 P1 P2 P4 P5 2P1d12 L=11.15 0.25 1P2d10 L=9.45 2P3d10 L=5 0.25 1P4d10 L=3.9 1P5d10 L=3.7 2P6d10 L=11.05 0.25 2P7d10 L=4.95 0.25 2P8d16 L=2.7 2P9d16 L=2.5 2P10d10 L=1.35 0.25 1.25 1.45 1.05 1.45 16x1eP11d6c/0.25 26x1eP11d6c/0.25 18x1eP11d6c/0.25 0.2 3.95 0.1 0.1 6.29 0.1 0.1 4.31 0.2 0.2×0.35 0.2×0.35 0.2×0.35 0.31 0.16 0.35 0.2 0.31 0.16 0.35 0.2 0.31 0.16 0.35 0.2 Pórtico 1 SUPERIOR INFERIOR Estribos Elemento Pos. Diám. No. Pat. (cm) Recta (cm) Pat. (cm) Long. (cm) Total (cm) AH-400CN (kg) Pórtico 1 1 d12 2 25 1090 1115 2230 19.8 2 d10 1 945 945 945 5.8 3 d10 2 475 25 500 1000 6.2 4 d10 1 390 390 390 2.4 5 d10 1 370 370 370 2.3 6 d10 2 25 1080 1105 2210 13.6 7 d10 2 470 25 495 990 6.1 8 d16 2 270 270 540 8.5 9 d16 2 250 250 500 7.9 10 d10 2 110 25 135 270 1.7 11 d6 60 106 6360 14.1 97.2 Total+10%: d6: 15.5 d10: 41.9 d12: 21.8 d16: 18.0 Total: 97.2 Resumen Acero Viga Cadena Cota +3.00 Vigas Long. total (m) Peso+10% (kg) AH-400CN d6 331.4 81 d10 349.2 237 d12 83.0 81 d16 10.4 18 417 Total Viga Cadena Cota +3.00 Despiece de vigas Hormigón: H-20 , Control Normal Acero: AH-400 , Control Normal Escala pórticos: 1:50 Escala secciones: 1:20 4.25 3.425 3.165 P6 P7 P8 P9 2P1d10 L=11.3 0.25 0.25 1P2d10 L=9.75 2P3d10 L=11.3 0.25 0.25 2P4d10 L=1.75 2P5d10 L=1.5 2P6d10 L=1.25 0.25 2P7d10 L=1.05 0.25 0.8 0.95 0.7 0.8 16x1eP8d6c/0.25 13x1eP8d6c/0.25 12x1eP8d6c/0.25 0.2 3.95 0.1 0.1 3.225 0.1 0.1 2.865 0.2 0.2×0.35 0.2×0.35 0.2×0.35 0.31 0.16 0.35 0.2 0.31 0.16 0.35 0.2 0.31 0.16 0.35 0.2 Pórtico 2 SUPERIOR INFERIOR Estribos Elemento Pos. Diám. No. Pat. (cm) Recta (cm) Pat. (cm) Long. (cm) Total (cm) AH-400CN (kg) Pórtico 2 1 d10 2 25 1080 25 1130 2260 13.9 2 d10 1 975 975 975 6.0 3 d10 2 25 1080 25 1130 2260 13.9 4 d10 2 175 175 350 2.2 5 d10 2 150 150 300 1.8 6 d10 2 25 100 125 250 1.5 7 d10 2 80 25 105 210 1.3 8 d6 41 106 4346 9.6 55.2 Total+10%: d6: 10.5 d10: 44.7 Total: 55.2 4.25 3.425 3.065 4.61 P11 P12 P13 P14 P15 2P1d10 L=8.1 0.25 2P1d10 L=8.1 0.25 1P2d10 L=6.7 1P3d10 L=6.6 2P4d10 L=8 0.25 2P4d10 L=8 0.25 2P5d12 L=2.15 2P6d10 L=1.75 2P7d10 L=1.5 2P8d10 L=1.35 0.25 2P9d10 L=1.25 0.25 1 1.15 0.8 0.95 0.7 0.8 16x1eP10d6c/0.25 13x1eP10d6c/0.25 12x1eP10d6c/0.25 18x1eP10d6c/0.25 0.2 3.95 0.1 0.1 3.225 0.1 0.1 2.865 0.1 0.1 4.31 0.2 0.2×0.35 0.2×0.35 0.2×0.35 0.2×0.35 0.31 0.16 0.35 0.2 0.31 0.16 0.35 0.2 0.31 0.16 0.35 0.2 0.31 0.16 0.35 0.2 Pórtico 3 SUPERIOR INFERIOR Estribos Viga Cadena Cota +3.00 Despiece de vigas Hormigón: H-20 , Control Normal Acero: AH-400 , Control Normal Escala pórticos: 1:50 Escala secciones: 1:20 Elemento Pos. Diám. No. Pat. (cm) Recta (cm) Pat. (cm) Long. (cm) Total (cm) AH-400CN (kg) Pórtico 3 1 d10 4 25 785 810 3240 20.0 2 d10 1 670 670 670 4.1 3 d10 1 660 660 660 4.1 4 d10 4 25 775 800 3200 19.7 5 d12 2 215 215 430 3.8 6 d10 2 175 175 350 2.2 7 d10 2 150 150 300 1.8 8 d10 2 110 25 135 270 1.7 9 d10 2 25 100 125 250 1.5 10 d6 59 106 6254 13.9 80.1 Total+10%: d6: 15.3 d10: 60.6 d12: 4.2 Total: 80.1 ESCALA: 3.25 4.25 P1 P6 P11 2P1d10 L=7.96 0.25 0.25 1P2d10 L=7.46 2P3d10 L=7.96 0.25 0.25 2P4d10 L=1.7 0.75 0.95 12x1eP5d6c/0.25 16x1eP5d6c/0.25 0.2 2.95 0.1 0.1 3.95 0.2 0.2×0.35 0.2×0.35 0.31 0.16 0.35 0.2 0.31 0.16 0.35 0.2 Pórtico 4 SUPERIOR INFERIOR Estribos 3.35 P4 P2 P9 P7 2P6d10 L=3.81 0.25 0.25 1P7d10 L=2.55 2P8d10 L=3.81 0.25 0.25 2P9d10 L=1.05 0.25 2P9d10 L=1.05 0.25 12x1eP10d6c/0.25 0.2 2.95 0.2 0.2×0.35 0.31 0.16 0.35 0.2 Pórtico 5 Pórtico 6 SUPERIOR INFERIOR Estribos Elemento Pos. Diám. No. Pat. (cm) Recta (cm) Pat. (cm) Long. (cm) Total (cm) AH-400CN (kg) Pórtico 4 1 d10 2 25 746 25 796 1592 9.8 2 d10 1 746 746 746 4.6 3 d10 2 25 746 25 796 1592 9.8 4 d10 2 170 170 340 2.1 5 d6 28 106 2968 6.6 36.2 Total+10%: Pórtico 5=Pórtico 6 6 d10 2 25 331 25 381 762 4.7 7 d10 1 255 255 255 1.6 8 d10 2 25 331 25 381 762 4.7 9 d10 4 25 80 105 420 2.6 10 d6 12 106 1272 2.8 18.0 36.0 Total+10%: (x2): d6: 13.3 d10: 58.9 Total: 72.2 Viga Cadena Cota +3.00 Despiece de vigas Hormigón: H-20 , Control Normal Acero: AH-400 , Control Normal Escala pórticos: 1:50 Escala secciones: 1:20 3.25 4.25 P5 P10 P15 2P1d10 L=7.96 0.25 0.25 1P2d10 L=7.05 2P3d10 L=4.6 0.25 2P4d10 L=3.6 0.25 2P5d10 L=1.7 2P6d10 L=1.25 0.25 0.75 0.95 12x1eP7d6c/0.25 16x1eP7d6c/0.25 0.2 2.95 0.1 0.1 3.95 0.2 0.2×0.35 0.2×0.35 0.31 0.16 0.35 0.2 0.31 0.16 0.35 0.2 Pórtico 7 SUPERIOR INFERIOR Estribos Viga Cadena Cota +3.00 (P12) – Vigas Cota +4.60 (P7) y Viga Cadena Cota +3.00 (P14) – Vigas Cota +4.60 (P9) 0.15 3P8d12 L=4.7 0.15 3P9d12 L=4.7 0.06 0.3 0.15 37P10d6c/0.125 L=1.04 0.2 0.35 4.448 Elemento Pos. Diám. No. Pat. (cm) Recta (cm) Pat. (cm) Long. (cm) Total (cm) AH-400CN (kg) Pórtico 7 1 d10 2 25 746 25 796 1592 9.8 2 d10 1 705 705 705 4.3 3 d10 2 435 25 460 920 5.7 4 d10 2 25 335 360 720 4.4 5 d10 2 170 170 340 2.1 6 d10 2 100 25 125 250 1.5 7 d6 28 106 2968 6.6 37.8 Total+10%: Viga Cadena Cota +3.00 (P12) – Vigas Cota +4.60 (P7) Viga Cadena Cota +3.00 (P14) – Vigas Cota +4.60 (P9) 8 d12 3 15 440 15 470 1410 12.5 9 d12 3 15 440 15 470 1410 12.5 10 d6 37 104 104 3848 8.5 36.9 73.8 Total+10%: (x2): d6: 26.0 d10: 30.6 d12: 55.0 Total: 111.6 Resumen Acero Viga Cadena Cota +3.00 Vigas Long. total (m) Peso+10% (kg) AH-400CN d6 331.4 81 d10 349.2 237 d12 83.0 81 d16 10.4 18 417 Total 4.25 3.425 3.065 4.61 P6 P7 P8 P9 P10 2P1d10 L=8.1 0.25 2P1d10 L=8.1 0.25 1P2d10 L=6.7 1P3d10 L=6.6 2P4d10 L=8 0.25 2P4d10 L=8 0.25 2P5d10 L=2.15 2P6d10 L=1.75 2P7d10 L=1.5 2P8d10 L=1.35 0.25 2P9d10 L=1.25 0.25 1 1.15 0.8 0.95 0.7 0.8 16x1eP10d6c/0.25 13x1eP10d6c/0.25 12x1eP10d6c/0.25 18x1eP10d6c/0.25 0.2 3.95 0.1 0.1 3.225 0.1 0.1 2.865 0.1 0.1 4.31 0.2 0.2×0.35 0.2×0.35 0.2×0.35 0.2×0.35 0.31 0.16 0.35 0.2 0.31 0.16 0.35 0.2 0.31 0.16 0.35 0.2 0.31 0.16 0.35 0.2 Pórtico 1 SUPERIOR INFERIOR Estribos Vigas Cota +4.60 Despiece de vigas Hormigón: H-20 , Control Normal Acero: AH-400 , Control Normal Escala pórticos: 1:50 Escala secciones: 1:20 Elemento Pos. Diám. No. Pat. (cm) Recta (cm) Pat. (cm) Long. (cm) Total (cm) AH-400CN (kg) Pórtico 1 1 d10 4 25 785 810 3240 20.0 2 d10 1 670 670 670 4.1 3 d10 1 660 660 660 4.1 4 d10 4 25 775 800 3200 19.7 5 d10 2 215 215 430 2.7 6 d10 2 175 175 350 2.2 7 d10 2 150 150 300 1.8 8 d10 2 110 25 135 270 1.7 9 d10 2 25 100 125 250 1.5 10 d6 59 106 6254 13.9 78.9 Total+10%: d6: 15.3 d10: 63.6 Total: 78.9 Resumen Acero Vigas Cota +4.60 Vigas Long. total (m) Peso+10% (kg) AH-400CN d6 62.5 15 d10 93.7 64 79 Total LAMINA CARACTER: FECHA: 2 de 10 LAMINA CARACTER: FECHA: 3 de 10 LAMINA CARACTER: FECHA: 5 de 10 LAMINA CARACTER: FECHA: 6 de 10 LAMINA CARACTER: FECHA: 7 de 10 LAMINA FECHA: 8 de 10 LAMINA CARACTER: FECHA: 9 de 10 LAMINA CARACTER: FECHA: 10 de 10 OBRA: EJECUTOR UBICACION: OBRA: EJECUTOR UBICACION: OBRA: EJECUTOR UBICACION: OBRA: EJECUTOR UBICACION: OBRA: EJECUTOR UBICACION: OBRA: EJECUTOR UBICACION: OBRA: EJECUTOR UBICACION: OBRA: EJECUTOR UBICACION: COCINA DORMITORIO DORMITORIO GALERIA A B C D E 1 2 3 VENT – 3 VENT -4 VENT – 10 VENT – 7 VENT – 2 PUERTA TIPO 1 DORMITORIO A A B B VENT – 9 VENT – 8 PUERTA TIPO 2 LAMINA CENTRO DE EDUCACION Y OBRA: EJECUTOR UBICACION: CARACTER: PLANOS ESTRUCTURALES ESCALA: FECHA: 0 de 10 DE BOLIVIA DESARROLLO DE LA MUJER ESTADO PLURINACIONAL AYNI Eje “1” Eje “2” Eje “4” Eje “5” Eje “3” A Eje “A” Eje “B” Eje “C” A VENT – 1 VENT – 5 VENT – 6 PUERTA TIPO 3 COCINA DORMITORIO DORMITORIO GALERIA A B C D E 1 2 3 DORMITORIO Eje “1” Eje “2” Eje “4” Eje “5” Eje “3” Eje “A” Eje “B” Eje “C” 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 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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 P1 P2 P4 P5 P6 P7 P9 P10 P11 P12 P14 P15 P8 P13 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 VISTA EN PLANTA ZAPATAS Y COLUMNAS 5 5 5 5 5 5