SCHEDULE 40




Diâmetro Espessura da parede Peso Teórico do Tubo Preto Pressão de ensaio
Nominal Externo pontas lisas com roscas e luvas kg/cm
pol. pol. mm pol. mm lb/ft kg/m lb/ft kg/m  
1/4 0.540 13.7 0.088 2,24 0,42 0,63 0,44 0,66 50
3/8 0.675 17.2 0.091 2,31 0,57 0,85 0,59 0,88 50
1/2 0.840 21.3 0.109 2,77 0,85 1,27 0,87 1,29 50
3/4 1.050 26,7 0.113 2,87 1,13 1,68 1,16 1,72 50
1 1.315 33,4 0.133 3,38 1,68 2,5 1,72 2,56 50
1.1/4 1.660 42,2 0.140 3,56 2,27 3,38 2,31 3,45 70
1.1/2 1.900 48,3 0.145 3,68 2,72 4,05 2,81 4,18 70
2 2.375 60,3 0.154 3,91 3,65 5,43 3,76 5,6 70
2.1/2 2.875 73,0 0.203 5,16 5,79 8,62 5,9 8,76 70
3 3.500 88,9 0.216 5,49 7,58 11,28 7,8 11,6 70
3.1/2 4.000 101,6 0.226 5,74 9,11 13,56 9,5 14,11 85
4 4.500 114,3 0.237 6,02 10,79 16,06 11,3 16,81 85
5 5.563 141,3 0.258 6,55 14,62 21,76 15,23 22,67 85
6 6.625 168,3 0.280 7,11 18,97 28,23 19,9 29,59 85
8 8.625 219,1 0.322 8,18 28,55 42,49 30 44,66 90
10 10.750 273,0 0.365 9,27 40,48 60,23 85
 
 
O peso correspondente a um
comprimento médio do tubo de 6 m.

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