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Schedule 10 and Schedule 40

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<strong>Schedule</strong> <strong>10</strong> <strong>and</strong> <strong>Schedule</strong> <strong>40</strong> Charts<strong>Schedule</strong> <strong>10</strong> SpecificationsNominal O.D. Nominal I.D. Nominal Wall Nominal Weight UL PiecesNPS in. mm in. mm in. mm lbs./ft. kg/m CRR* Lift1 1/4" 1.660 42.2 1.442 36.6 .<strong>10</strong>9 2.77 1.81 2.69 7.3 611 1/2" 1.900 48.3 1.682 42.7 .<strong>10</strong>9 2.77 2.09 3.11 5.8 612" 2.375 60.3 2.157 54.8 .<strong>10</strong>9 2.77 2.64 3.93 4.7 372 1/2" 2.875 73.0 2.635 66.9 .120 3.05 3.53 5.26 3.5 303" 3.500 88.9 3.260 82.8 .120 3.05 4.34 6.46 2.6 194" 4.500 114.3 4.260 <strong>10</strong>8.2 .120 3.05 5.62 8.37 1.6 195" 5.563 141.3 5.295 134.5 .134 3.<strong>40</strong> 7.78 11.58 1.5 136" 6.625 168.3 6.357 161.5 .134 3.<strong>40</strong> 9.30 13.85 1.0 <strong>10</strong>8" 8.625 219.1 8.249 209.5 .188 4.78 16.96 25.26 2.1 7* Calculated using St<strong>and</strong>ard UL CRR formula, UL Fire Protection Directory, Category VIZY* The CRR is a ratio value used to measure the ability of a pipe to withst<strong>and</strong> corrosion. Threaded <strong>Schedule</strong> <strong>40</strong> steel pipe is used as the benchmark (value of 1.0).<strong>Schedule</strong> <strong>40</strong> SpecificationsNominal O.D. Nominal I.D. Nominal Wall Nominal Weight UL PiecesNPS in. mm in. mm in. mm lbs./ft. kg/m CRR* Lift1" 1.315 33.4 1.049 26.6 .133 3.38 1.68 2.50 1.00 701 1/4" 1.660 42.2 1.380 35.1 .1<strong>40</strong> 3.56 2.27 3.39 1.00 511 1/2" 1.900 48.3 1.6<strong>10</strong> <strong>40</strong>.9 .145 3.68 2.72 4.05 1.00 442" 2.375 60.3 2.067 52.5 .154 3.91 3.66 5.45 1.00 30* Calculated using St<strong>and</strong>ard UL CRR formula, UL Fire Protection Directory, Category VIZY* The CRR is a ratio value used to measure the ability of a pipe to withst<strong>and</strong> corrosion. Threaded <strong>Schedule</strong> <strong>40</strong> steel pipe is used as the benchmark (value of 1.0).Weights/Dimensions Black Plain EndNominal O.D. Sch. <strong>40</strong> Sch. 80Size Inches WalI Inches Wt. Lb./Ft. Wall Inches Wt. Lb./Ft.1/8" .<strong>40</strong>5 .068 .24 .095 .311/4" .5<strong>40</strong> .088 .43 .119 .543/8" .675 .091 .57 .126 .741/2" .8<strong>40</strong> .<strong>10</strong>9 .85 .147 1.093/4" 1.050 .113 1.13 .154 1.481" 1.315 .133 1.68 .179 2.171-1/4" 1.660 .1<strong>40</strong> 2.27 .191 3.001-1/2" 1.900 .145 2.72 .200 3.632" 2.375 .154 3.66 .218 5.032-1/2" 2.875 .203 5.80 .276 7.673" 3.500 .216 7.58 .300 <strong>10</strong>.263-1/2" 4.000 .226 9.12 .318 12.524" 4.500 .237 <strong>10</strong>.80 .337 15.00Technical Data Charts<strong>Schedule</strong> <strong>10</strong>PRODUCT NOM. WT/FT WT/FT H 2 O PCS/ WT/LIFT WT/LIFT WT/LIFTNPS I.D. LBS FILLED LIFT 21' 24' 25'1 1/4" 1.442 1.807 2.514 61 2,315 2,645 2,7561 1/2" 1.682 2.087 3.049 61 2,673 3,055 3,1832" 2.157 2.6<strong>40</strong> 4.222 37 2,051 2,344 2,4422 1/2" 2.635 3.534 5.895 30 2,226 2,544 2,6513" 3.260 4.336 7.949 19 1,730 1,977 2,0604" 4.260 5.619 11.789 19 2,242 2,562 2,6695" 5.295 7.780 17.309 13 2,124 2,427 2,5296" 6.357 9.298 23.038 <strong>10</strong> 1,953 2,232 2,325<strong>Schedule</strong> <strong>40</strong>1" 1.049 1.681 2.055 70 2,471 2,824 2,9421 1/4" 1.380 2.275 2.922 51 2,437 2,785 2,9011 1/2" 1.6<strong>10</strong> 2.720 3.602 44 2,513 2,872 2,9922" 2.067 3.656 5.<strong>10</strong>9 30 2,303 2,632 2,742

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