SCHEDULE 40




DiâmetroEspessura da paredePeso Teórico do Tubo PretoPressão de ensaio
NominalExternopontas lisascom roscas e luvaskg/cm
pol.pol.mmpol.mmlb/ftkg/mlb/ftkg/m 
1/40.54013.70.0882,240,420,630,440,6650
3/80.67517.20.0912,310,570,850,590,8850
1/20.84021.30.1092,770,851,270,871,2950
3/41.05026,70.1132,871,131,681,161,7250
11.31533,40.1333,381,682,51,722,5650
1.1/41.66042,20.1403,562,273,382,313,4570
1.1/21.90048,30.1453,682,724,052,814,1870
22.37560,30.1543,913,655,433,765,670
2.1/22.87573,00.2035,165,798,625,98,7670
33.50088,90.2165,497,5811,287,811,670
3.1/24.000101,60.2265,749,1113,569,514,1185
44.500114,30.2376,0210,7916,0611,316,8185
55.563141,30.2586,5514,6221,7615,2322,6785
66.625168,30.2807,1118,9728,2319,929,5985
88.625219,10.3228,1828,5542,493044,6690
1010.750273,00.3659,2740,4860,2385
 
 
O peso correspondente a um
comprimento médio do tubo de 6 m.

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