5(/$d­2'2$d2 V9 V10 V11 $d2N DIAMQUANTC.UNIT C.TOTAL (mm) (cm) (cm) CA60 1 5.0 313 111 34743 CA50 2 10.0 1 334 334 3 10.0 2 1111 2222 4 10.0 1 419 419 5 10.0 4 210 840 6 10.0 2 706 1412 7 10.0 2 903 1806 8 10.0 4 1198 4792 9 10.0 4 1064 4256 10 10.0 4 215 860 11 10.0 2 852 1704 12 10.0 1 419 419 13 12.5 2 318 636 14 12.5 2 142 284 15 12.5 2 831 1662 16 12.5 4 1033 4132 17 12.5 2 578 1156 18 16.0 1 637 637 19 16.0 3 863 2589 20 16.0 1 503 503 21 16.0 2 907 1814 5(6802'2$d2 $d2DIAM (mm) C.TOTAL (m) PESO + 10\% (kg) CA50 10.0 190.6 129.3 12.5 78.7 83.4 16.0 55.4 96.2 CA60 5.0 347.4 58.9 PESO TOTAL (kg) CA50 308.9 CA60 58.9 9ROXPHGHFRQFUHWR &  Pñ ÈUHDGHIRUPD Pð P41 P37 P33 P29 P23 30 493.1 20 x 40 30 493 20 x 40 30 483.4 20 x 40 30 687.1 20 x 40 20 249.2 15 N1 c\/17 244 15 N1 c\/17 250.1 15 N1 c\/17 242.9 15 N1 c\/17 239.1 15 N1 c\/17 244.4 15 N1 c\/17 225.7 14 N1 c\/17 250 15 N1 c\/17 211.5 13 N1 c\/17 1¡& (1c) 1¡& (1c) 1¡& (1c) 1¡& (1c) 160 819 15 1¡& (1c) 1021 15 1¡& (1c) 1¡& (1c) 70 1¡& (2c) 140 1¡& (1c) 105 875 30 1¡& (1c) 25 1175 1¡& (1c) 67 1¡& (1c) 67 187 30 1¡& (1c) ESC 1:50 V9 A A 6(d­2$$ ESC 1:25 40 20 15 35 1¡&  480 P42 P38 P34 P30 P25 30 493.3 20 x 40 30 492.7 20 x 40 30 483.5 20 x 40 30 687.1 20 x 40 20 249.2 15 N1 c\/17 244.2 15 N1 c\/17 249.8 15 N1 c\/17 242.9 15 N1 c\/17 239.1 15 N1 c\/17 244.4 15 N1 c\/17 225.6 14 N1 c\/17 250 15 N1 c\/17 211.4 13 N1 c\/17 1¡& (1c) 1¡& (1c) 1¡& (1c) 160 819 15 1¡& (1c) 1021 15 1¡& (1c) 1¡& (1c) 70 1¡& (2c) 140 1¡& (1c) 105 875 30 1¡& (1c) 25 1175 1¡& (1c) 67 1¡& (1c) 67 187 30 1¡& (1c) ESC 1:50 V10 A A 6(d­2$$ ESC 1:25 40 20 15 35 1¡&  480 P24 P13 20 797 20 x 40 20 245.5 15 N1 c\/17 278 17 N1 c\/17 273.5 17 N1 c\/17 622 19 1¡& (1c) 19 832 19 1¡& (1c) 1¡& (1c) 120 53 832 29 1¡& (1c) ESC 1:50 V11 A A 6(d­2$$ ESC 1:25 40 20 15 35 1¡&  480 01 CTG POUSADA DO IMIGRANTE PROJETO ESTRUTURAL 3$9,0(1721Ë9(/ Escala: 1\/50 DESENHO VIGAS FOLHA 01\/01 Gustavo Ribeiro da Silva CREA\/RS 208.184 Engenheiro Civil, Me. Data: 14\/09\/18 Desenho: Unidade: cm 5HYLVmR 54 - 9 81390048