Bridge 9 Meters DWG Block for AutoCAD

Bridge 9 meters Ponte 9 metros

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

element, pos, diam., bend, straight, comp., total, forms, longitudinal, lower armor, transverse, superior, total :, floor, abstract steel, comp. total, steel, pillars, pillars ending in, cut a, design of beams, beams, lower longitudinal reinforcement, lower transverse reinforcement, upper longitudinal reinforcement, upper transverse reinforcement

Raw text data extracted from CAD file:

Elemento Pos. Diam. Q. Dob. (cm) Reta (cm) Dob. (cm) Comp. (cm) Total (cm) CA-50-A (kg) CA-60-B (kg) Formas 1 d5 1 15 215 15 245 245 0.4 2 d5 1 15 232 15 262 262 0.4 3 d5 2 15 280 15 310 620 1.0 4 d5 2 15 229 15 259 518 0.8 5 d5 2 15 135 15 165 330 0.5 6 d5 2 15 104 15 134 268 0.4 7 d5 2 15 119 15 149 298 0.5 4.4 Total+10%: P1=P2=P5=P6 8 d12.5 4 546 546 2184 21.4 9 d10 2 546 546 1092 6.9 10 d5 47 153 153 7191 11.3 11 d5 47 49 49 2303 3.6 31.1 124.4 16.4 65.6 Total+10%: (x4): P7=P8 12 d12.5 4 507 507 2028 19.9 13 d10 2 507 507 1014 6.4 14 d5 44 153 153 6732 10.6 15 d5 44 49 49 2156 3.4 28.9 57.8 15.4 30.8 Total+10%: (x2): V 1 16 d12.5 2 15 895 15 925 1850 18.2 17 d12.5 2 535 535 1070 10.5 18 d12.5 4 15 210 225 900 8.8 19 d10 2 12 193 205 410 2.6 20 d5 2 525 525 1050 1.6 21 d5 36 120 4320 6.8 44.1 9.2 Total+10%: V 2=V 3 22 d8 10 73 24 73 170 1700 6.7 23 d20 3 26 895 26 947 2841 70.3 24 d20 3 760 760 2280 56.4 25 d20 3 520 520 1560 38.6 26 d12.5 8 15 210 225 1800 17.7 27 d10 6 12 193 205 1230 7.7 28 d5 4 525 525 2100 3.3 29 d4.2 4 895 895 3580 3.9 30 d10 6 12 895 12 919 5514 34.6 31 d5 55 200 11000 17.3 32 d5 55 200 11000 17.3 255.2 510.4 46.0 92.0 Total+10%: (x2): V 4 33 d12.5 2 15 895 15 925 1850 18.2 34 d12.5 2 530 530 1060 10.4 35 d10 4 12 208 220 880 5.5 36 d12.5 2 15 190 205 410 4.0 37 d5 2 525 525 1050 1.6 38 d5 36 120 4320 6.8 41.9 9.2 Total+10%: V 5=V 6 39 d10 3 12 350 12 374 1122 7.0 40 d10 2 345 345 690 4.3 41 d10 3 220 220 660 4.1 42 d8 2 10 95 105 210 0.8 43 d8 2 90 10 100 200 0.8 44 d10 2 90 90 180 1.1 45 d5 22 170 3740 5.9 19.9 39.8 6.5 13.0 Total+10%: (x2): Armadura longitudinal inferior 46 d8 6 10 946 10 966 5796 22.7 47 d4.2 28 10 30 40 1120 1.2 48 d6.3 4 10 946 10 966 3864 9.6 35.5 1.3 Total+10%: Armadura transversal inferior 49 d8 49 10 349 10 369 18081 71.0 50 d6.3 4 10 351 10 371 1484 3.7 82.2 Total+10%: Armadura longitudinal superior 51 d10 16 13 147 10 170 2720 17.1 52 d10 16 10 147 13 170 2720 17.1 53 d10 6 13 197 10 220 1320 8.3 54 d10 6 10 197 13 220 1320 8.3 55 d4.2 18 11 69 80 1440 1.6 56 d10 6 13 207 10 230 1380 8.7 57 d10 6 10 207 13 230 1380 8.7 75.0 1.8 Total+10%: Armadura transversal superior 58 d4.2 42 6 54 10 70 2940 3.2 59 d4.2 42 10 54 6 70 2940 3.2 60 d6.3 4 10 351 10 371 1484 3.7 4.1 7.0 Total+10%: d4.2: 0.0 18.7 d5: 0.0 215.6 d6.3: 18.7 0.0 d8: 121.3 0.0 d10: 257.6 0.0 d12.5: 254.0 0.0 d20: 363.6 0.0 Total: 1015.2 234.3 40/50 40/50 40/50 40/50 80/25 + 30/75 80/25 + 30/75 15/50 15/50 40/50 40/50 40/50 40/50 L4 h=12 L3 h=12 L5 h=12 L1 h=12 L2 h=12 V 1 V 2 V 3 V 4 V 5 V 6 14d5 15d5 18d5 18d5 15d5 15d5 9d5 9d5 7d5 7d5 8d5 8d5 P1 (40/40) P2 (40/40) P5 (40/40) P6 (40/40) P7 (40/40) P8 (40/40) 3 2 1 179 176 A B 900 2 NIVEL LAJE (+3.6m) Piso Escala: 1:50 P1 P2 P5 P6 P7 P8 L4 h=12 L3 h=12 L5 h=12 L1 h=12 L2 h=12 V 1 V 2 V 3 V 4 V 5 V 6 1N1d5 1N2d5 1N3d5 1N3d5 1N4d5 1N4d5 1N5d5 1N5d5 1N6d5 1N6d5 1N7d5 1N7d5 Resumo Aço NIVEL LAJE (+3.6m) Formas Comp. total (m) Peso+10% (kg) CA-60-B d5 25.4 4 NIVEL LAJE (+3.6m) Formas Concreto: C20, em geral CA-50-A e CA-60-B Escala: 1:50 40 40 N8 N9 4N8d12.5 C=546 2N9d10 C=546 35 35 N10 35 N11 47N10d5 C=153 47N11d5 C=49 Aço Pos. Diam. Q. Comp. (cm) Total (cm) x 4 (cm) CA-50-A 8 d12.5 4 546 2184 8736 ” 9 d10 2 546 1092 4368 CA-60-B 10 d5 47 153 7191 28764 ” 11 d5 47 49 2303 9212 -1.50 +3.98 4N8d12.5 C=546 2N9d10 C=546 N10+N11c/12 47 d5 P1=P2=P5=P6 Resumo Aço NIVEL LAJE (+3.6m) Pilares Comp. total (m) Peso+10% (kg) CA-50-A d10 64.0 44 d12.5 127.9 138 182 CA-60-B d5 557.5 96 96 Total 278 Total Pilares que terminam em NIVEL LAJE (+3.6m) Concreto: C20, em geral Aço: CA-50-A e CA-60-B Escala horizontal: 1:10 Escala vertical: 1:50 40 40 N12 N13 4N12d12.5 C=507 2N13d10 C=507 35 35 N14 35 N15 44N14d5 C=153 44N15d5 C=49 Aço Pos. Diam. Q. Comp. (cm) Total (cm) x 2 (cm) CA-50-A 12 d12.5 4 507 2028 4056 ” 13 d10 2 507 1014 2028 CA-60-B 14 d5 44 153 6732 13464 ” 15 d5 44 49 2156 4312 -1.50 +3.60 4N12d12.5 C=507 2N13d10 C=507 N14+N15c/12 44 d5 P7=P8 900 P1 P2 1N17d12.5 C=535 2N16d12.5 C=925 15 15 1N17d12.5 C=535 2ªcamada 182 182 2N18d12.5 C=225 15 2N18d12.5 C=225 15 1N19d10 C=205 12 1N19d10 C=205 12 2N20d5 C=525 187 36x1N21d5c/23 40 820 40 15×50 V-201 A A Corte A Escala 1:10 45 10 36N21d5 C=120 50 15 V 1 Escala 1:50 NIVEL LAJE (+3.6m) Desenho de vigas Concreto: C20, em geral Aço: CA-50-A e CA-60-B Escala vigas: 1:50 Escala seções: 1:10 Resumo Aço NIVEL LAJE (+3.6m) Vigas Comp. total (m) Peso+10% (kg) CA-50-A d8 42.2 18 d10 200.8 139 d12.5 107.4 116 d20 133.6 363 636 CA-60-B d4.2 71.6 9 d5 664.2 115 124 Total 760 Total 900 B83 B81 B82 B80 3N24d20 C=760 3N23d20 C=947 26 26 3N25d20 C=520 2ªcamada 70 190 3N30d10AsPELE C=919 12 12 3N30d10AsPELE C=919 12 12 5 5N22d8 c/5 C=170 73 73 5 5N22d8 c/5 C=170 73 73 4N26d12.5 C=225 15 4N26d12.5 C=225 15 3N27d10 C=205 12 3N27d10 C=205 12 4N28d5 C=525 4N29d4.2A.M.ABAS C=895 187 55x1N31d5+1N32d5c/15 40 820 40 30×75 + 80×25 V-202 V-203 A A Corte A Escala 1:10 70 25 20 75 55N31d5 C=200 55N32d5 C=200 25 50 25 30 25 V 2 V 3 Escala 1:50 900 P6 P5 1N34d12.5 C=530 2N33d12.5 C=925 15 15 1N34d12.5 C=530 2ªcamada 185 185 2N35d10 C=220 12 2N35d10 C=220 12 1N36d12.5 C=205 15 1N36d12.5 C=205 15 2N37d5 C=525 187 36x1N38d5c/23 40 820 40 15×50 V-204 A A Corte A Escala 1:10 45 10 36N38d5 C=120 50 15 V 4 Escala 1:50 179 176 P5 P6 P8 P7 P2 P1 2N40d10 C=345 3N39d10 C=374 12 12 171 3N41d10 C=220 2N42d8 C=105 10 2N43d8 C=100 10 2N44d10 C=90 45 45 110 110 11x 1N45d5 c/11 11x 1N45d5 c/11 40 119 20 20 116 40 40×50 V-205 V-207 40×50 V-206 V-208 A A Corte A Escala 1:10 45 35 22N45d5 C=170 50 40 V 5 V 6 Escala 1:50 10 10 6N46d8c/17.5 C=966 100 10 7N47d4.2c/15 C=40 100 10 7N47d4.2c/15 C=40 100 10 5N47d4.2c/15 C=40 75 10 5N47d4.2c/15 C=40 75 10 10 2N48d6.3c/17.5 C=966 10 10 2N48d6.3c/17.5 C=966 10 2N47d4.2c/15 C=40 10 2N47d4.2c/15 C=40 Resumo Aço NIVEL LAJE (+3.6m) Armadura longitudinal inferior Comp. total (m) Peso+10% (kg) CA-50-A d6.3 38.6 11 d8 58.0 25 36 CA-60-B d4.2 11.2 1 1 Total 37 Total NIVEL LAJE (+3.6m) Armadura longitudinal inferior Concreto: C20, em geral CA-50-A e CA-60-B Escala: 1:50 10 10 49N49d8c/17 C=369 825 10 10 2N50d6.3c/14 C=371 10 10 2N50d6.3c/14 C=371 Resumo Aço NIVEL LAJE (+3.6m) Armadura transversal inferior Comp. total (m) Peso+10% (kg) CA-50-A d6.3 14.8 4 d8 180.8 78 82 Total NIVEL LAJE (+3.6m) Armadura transversal inferior Concreto: C20, em geral CA-50-A e CA-60-B Escala: 1:50 13 10 16N51d10c/8 C=170 125 10 13 16N52d10c/8 C=170 125 13 10 6N53d10c/9 C=220 50 10 13 6N54d10c/9 C=220 50 11 4N55d4.2c/15 C=80 50 11 4N55d4.2c/15 C=80 50 13 10 6N56d10c/9 C=230 50 10 13 6N57d10c/9 C=230 50 11 5N55d4.2c/15 C=80 75 11 5N55d4.2c/15 C=80 75 Resumo Aço NIVEL LAJE (+3.6m) Armadura longitudinal superior Comp. total (m) Peso+10% (kg) CA-50-A d10 108.4 75 75 CA-60-B d4.2 14.4 2 2 Total 77 Total NIVEL LAJE (+3.6m) Armadura longitudinal superior Concreto: C20, em geral CA-50-A e CA-60-B Escala: 1:50 6 10 42N58d4.2c/20 C=70 825 10 6 42N59d4.2c/20 C=70 825 10 10 2N60d6.3c/14 C=371 10 10 2N60d6.3c/14 C=371 Resumo Aço NIVEL LAJE (+3.6m) Armadura transversal superior Comp. total (m) Peso+10% (kg) CA-50-A d6.3 14.8 4 4 CA-60-B d4.2 58.8 7 7 Total 11 Total NIVEL LAJE (+3.6m) Armadura transversal superior Concreto: C20, em geral CA-50-A e CA-60-B Escala: 1:50