5(/$d­2'2$d2 V32 $d2N DIAMQUANTC.UNIT C.TOTAL (mm) (cm) (cm) CA60 1 5.0 192 111 21312 2 5.0 2 407 814 CA50 3 8.0 1 153 153 4 8.0 1 292 292 5 8.0 2 1103 2206 6 8.0 1 228 228 7 8.0 1 293 293 8 8.0 2 1099 2198 9 8.0 1 268 268 10 8.0 2 535 1070 11 8.0 1 133 133 12 8.0 1 106 106 13 8.0 1 135 135 14 8.0 2 479 958 15 8.0 2 185 370 16 8.0 1 140 140 17 8.0 1 145 145 18 8.0 1 210 210 19 8.0 1 81 81 20 8.0 1 863 863 21 8.0 4 1200 4800 22 8.0 2 235 470 23 10.0 2 725 1450 24 10.0 1 228 228 25 10.0 1 94 94 5(6802'2$d2 $d2DIAM (mm) C.TOTAL (m) PESO + 10\% (kg) CA50 8.0 151.2 65.6 10.0 17.7 12 CA60 5.0 221.3 37.5 PESO TOTAL (kg) CA50 77.6 CA60 37.5 9ROXPHGHFRQFUHWR &  Pñ ÈUHDGHIRUPD Pð P51 V19 V18 P42 P38 P34 P30 P25 20 363.2 20 x 40 712.1 20 x 40 30 493.3 20 x 40 30 492.7 20 x 40 30 483.5 20 x 40 30 687.1 20 x 40 20 353.2 21 N1 c\/17 702.1 42 N1 c\/17 493.3 30 N1 c\/17 492.7 29 N1 c\/17 483.5 29 N1 c\/17 687.1 41 N1 c\/17 115 1¡& (1c) 120 1¡& (1c) 1¡& (1c) 130 1¡& (1c) 15 1¡& (1c) 1¡& (1c) 10 1¡& (1c) 1¡& (1c) 5 715 12 1¡& (1c) 1¡& (1c) 56 1¡& (1c) 114 1¡& (1c) 10 98 1¡& (1c) 1¡& (1c) 70 10 471 1¡& (1c) 1¡& (1c) 55 1¡& (1c) 50 1¡& (1c) 55 1¡& (1c) 115 73 10 1¡& (1c) 855 10 1¡& (1c) 1¡& (1c) 49 1¡& (1c) 49 227 10 1¡& (1c) 1¡&  ESC 1:50 V32 A A 6(d­2$$ ESC 1:25 40 20 15 35 1¡&  0 01 CTG POUSADA DO IMIGRANTE PROJETO ESTRUTURAL PAVIMENTO BALDRAME Escala: 1\/50 DESENHO VIGAS FOLHA 05\/05 Gustavo Ribeiro da Silva CREA\/RS 208.184 Engenheiro Civil, Me. Data: 14\/09\/18 Desenho: Unidade: cm 5HYLVmR 54 - 9 81390048