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    PIPE DESIGN PRESSURE

    E FACTOR = 1.0 T FACTOR = 1.0

    WEIGHTSMYS

    35,000 42,000 46,000 52,000 56,000 60,000 65,00INCH INCH LBS./FT. % PSIG PSIG PSIG PSIG PSIG PSIG PSIG

    OUTSIDEDIAMETER

    WALLTHICKNESS

    DESIGNFACTOR

    0.540 0.065 0.330

    100 8,426 10,111 11,074 12,519 13,481 14,444 15,64

    90 7,583 9,100 9,967 11,267 12,133 13,000 14,08

    80 6,741 8,089 8,859 10,015 10,785 11,556 12,51

    72 6,067 7,280 7,973 9,013 9,707 10,400 11,26

    60 5,056 6,067 6,644 7,511 8,089 8,667 9,389

    50 4,213 5,056 5,537 6,259 6,741 7,222 7,824

    40 3,370 4,044 4,430 5,007 5,393 5,778 6,259

    0.540 0.09 STD 0.425

    100 11,407 13,689 14,993 16,948 18,252 19,556 21,18

    90 10,267 12,320 13,493 15,253 16,427 17,600 19,06

    80 9,126 10,951 11,994 13,559 14,601 15,644 16,94

    72 8,213 9,856 10,795 12,203 13,141 14,080 15,25

    60 6,844 8,213 8,996 10,169 10,951 11,733 12,71

    50 5,704 6,844 7,496 8,474 9,126 9,778 10,59

    40 4,563 5,476 5,997 6,779 7,301 7,822 8,474

    0.540 0.119 XS 0.535

    100 15,426 18,511 20,274 22,919 24,681 26,444 28,64

    90 13,883 16,660 18,247 20,627 22,213 23,800 25,78

    80 12,341 14,809 16,219 18,335 19,745 21,156 22,91

    72 11,107 13,328 14,597 16,501 17,771 19,040 20,62

    60 9,256 11,107 12,164 13,751 14,809 15,867 17,18

    50 7,713 9,256 10,137 11,459 12,341 13,222 14,32

    40 6,170 7,404 8,110 9,167 9,873 10,578 11,45

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    PIPE DESIGN PRESSURE

    E FACTOR = 1.0 T FACTOR = 1.0

    WEIGHTSMYS

    35,000 42,000 46,000 52,000 56,000 60,000 65,00INCH INCH LBS./FT. % PSIG PSIG PSIG PSIG PSIG PSIG PSIG

    OUTSIDEDIAMETER

    WALLTHICKNESS

    DESIGNFACTOR

    0.675 0.065 0.423

    100 6,741 8,089 8,859 10,015 10,785 11,556 12,51

    90 6,067 7,280 7,973 9,013 9,707 10,400 11,26

    80 5,393 6,471 7,087 8,012 8,628 9,244 10,01

    72 4,853 5,824 6,379 7,211 7,765 8,320 9,013

    60 4,044 4,853 5,316 6,009 6,471 6,933 7,511

    50 3,370 4,044 4,430 5,007 5,393 5,778 6,259

    40 2,696 3,236 3,544 4,006 4,314 4,622 5,007

    0.675 0.091 STD 0.568

    100 9,437 11,324 12,403 14,021 15,099 16,178 17,52

    90 8,493 10,192 11,163 12,619 13,589 14,560 15,77

    80 7,550 9,060 9,922 11,217 12,079 12,942 14,02

    72 6,795 8,154 8,930 10,095 10,871 11,648 12,61

    60 5,662 6,795 7,442 8,412 9,060 9,707 10,51

    50 4,719 5,662 6,201 7,010 7,550 8,089 8,763

    40 3,775 4,530 4,961 5,608 6,040 6,471 7,010

    0.675 0.126 XS 0.739

    100 13,067 15,680 17,173 19,413 20,907 22,400 24,26

    90 11,760 14,112 15,456 17,472 18,816 20,160 21,84

    80 10,453 12,544 13,739 15,531 16,725 17,920 19,41

    72 9,408 11,290 12,365 13,978 15,053 16,128 17,47

    60 7,840 9,408 10,304 11,648 12,544 13,440 14,56

    50 6,533 7,840 8,587 9,707 10,453 11,200 12,13

    40 5,227 6,272 6,869 7,765 8,363 8,960 9,707

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    PIPE DESIGN PRESSURE

    E FACTOR = 1.0 T FACTOR = 1.0

    WEIGHTSMYS

    35,000 42,000 46,000 52,000 56,000 60,000 65,00INCH INCH LBS./FT. % PSIG PSIG PSIG PSIG PSIG PSIG PSIG

    OUTSIDEDIAMETER

    WALLTHICKNESS

    DESIGNFACTOR

    0.840 0.065 0.538

    100 5,417 6,500 7,119 8,048 8,667 9,286 10,06

    90 4,875 5,850 6,407 7,243 7,800 8,357 9,05

    80 4,333 5,200 5,695 6,438 6,933 7,429 8,04

    72 3,900 4,680 5,126 5,794 6,240 6,686 7,24

    60 3,250 3,900 4,271 4,829 5,200 5,571 6,03

    50 2,708 3,250 3,560 4,024 4,333 4,643 5,03

    40 2,167 2,600 2,848 3,219 3,467 3,714 4,02

    0.840 0.083 0.671

    100 6,917 8,300 9,090 10,276 11,067 11,857 12,84

    90 6,225 7,470 8,181 9,249 9,960 10,671 11,56

    80 5,533 6,640 7,272 8,221 8,853 9,486 10,27

    72 4,980 5,976 6,545 7,399 7,968 8,537 9,24

    60 4,150 4,980 5,454 6,166 6,640 7,114 7,70

    50 3,458 4,150 4,545 5,138 5,533 5,929 6,42

    40 2,767 3,320 3,636 4,110 4,427 4,743 5,13

    0.840 0.109 STD 0.851

    100 9,083 10,900 11,938 13,495 14,533 15,571 16,86

    90 8,175 9,810 10,744 12,146 13,080 14,014 15,18

    80 7,267 8,720 9,550 10,796 11,627 12,457 13,49

    72 6,540 7,848 8,595 9,717 10,464 11,211 12,14

    60 5,450 6,540 7,163 8,097 8,720 9,343 10,12

    50 4,542 5,450 5,969 6,748 7,267 7,786 8,43

    40 3,633 4,360 4,775 5,398 5,813 6,229 6,74

    0.840 0.147 XS 1.088

    100 12,250 14,700 16,100 18,200 19,600 21,000 22,75

    90 11,025 13,230 14,490 16,380 17,640 18,900 20,47

    80 9,800 11,760 12,880 14,560 15,680 16,800 18,20

    72 8,820 10,584 11,592 13,104 14,112 15,120 16,38

    60 7,350 8,820 9,660 10,920 11,760 12,600 13,65

    50 6,125 7,350 8,050 9,100 9,800 10,500 11,37

    40 4,900 5,880 6,440 7,280 7,840 8,400 9,10

    100 15,667 18,800 20,590 23,276 25,067 26,857 29,09

    90 14,100 16,920 18,531 20,949 22,560 24,171 26,18

    80 12,533 15,040 16,472 18,621 20,053 21,486 23,27

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    PIPE DESIGN PRESSURE

    E FACTOR = 1.0 T FACTOR = 1.0

    WEIGHTSMYS

    35,000 42,000 46,000 52,000 56,000 60,000 65,000

    INCH INCH LBS./FT. % PSIG PSIG PSIG PSIG PSIG PSIG PSIG

    OUTSIDEDIAMETER

    WALLTHICKNESS

    DESIGNFACTOR

    0.840 0.188 1.309 72 11,280 13,536 14,825 16,759 18,048 19,337 20,949

    60 9,400 11,280 12,354 13,966 15,040 16,114 17,457

    50 7,833 9,400 10,295 11,638 12,533 13,429 14,548

    40 6,267 7,520 8,236 9,310 10,027 10,743 11,638

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    PIPE DESIGN PRESSURE

    E FACTOR = 1.0 T FACTOR = 1.0

    WEIGHTSMYS

    35,000 42,000 46,000 52,000 56,000 60,000 65,000

    INCH INCH LBS./FT. % PSIG PSIG PSIG PSIG PSIG PSIG PSIG

    OUTSIDEDIAMETER

    WALLTHICKNESS

    DESIGNFACTOR

    0.840 0.294 XXS 1.714

    100 24,500 29,400 32,200 36,400 39,200 42,000 45,500

    90 22,050 26,460 28,980 32,760 35,280 37,800 40,950

    80 19,600 23,520 25,760 29,120 31,360 33,600 36,400

    72 17,640 21,168 23,184 26,208 28,224 30,240 32,760

    60 14,700 17,640 19,320 21,840 23,520 25,200 27,300

    50 12,250 14,700 16,100 18,200 19,600 21,000 22,750

    40 9,800 11,760 12,880 14,560 15,680 16,800 18,200

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    PIPE DESIGN PRESSURE

    E FACTOR = 1.0 T FACTOR = 1.0

    WEIGHTSMYS

    35,000 42,000 46,000 52,000 56,000 60,000 65,00INCH INCH LBS./FT. % PSIG PSIG PSIG PSIG PSIG PSIG PSIG

    OUTSIDEDIAMETER

    WALLTHICKNESS

    DESIGNFACTOR

    1.050 0.065 0.684

    100 4,333 5,200 5,695 6,438 6,933 7,429 8,04

    90 3,900 4,680 5,126 5,794 6,240 6,686 7,24

    80 3,467 4,160 4,556 5,150 5,547 5,943 6,43

    72 3,120 3,744 4,101 4,635 4,992 5,349 5,79

    60 2,600 3,120 3,417 3,863 4,160 4,457 4,82

    50 2,167 2,600 2,848 3,219 3,467 3,714 4,02

    40 1,733 2,080 2,278 2,575 2,773 2,971 3,21

    1.050 0.083 0.857

    100 5,533 6,640 7,272 8,221 8,853 9,486 10,27

    90 4,980 5,976 6,545 7,399 7,968 8,537 9,24

    80 4,427 5,312 5,818 6,577 7,083 7,589 8,22

    72 3,984 4,781 5,236 5,919 6,374 6,830 7,39

    60 3,320 3,984 4,363 4,933 5,312 5,691 6,16

    50 2,767 3,320 3,636 4,110 4,427 4,743 5,13

    40 2,213 2,656 2,909 3,288 3,541 3,794 4,11

    1.050 0.113 STD 1.131

    100 7,533 9,040 9,901 11,192 12,053 12,914 13,99

    90 6,780 8,136 8,911 10,073 10,848 11,623 12,59

    80 6,027 7,232 7,921 8,954 9,643 10,331 11,19

    72 5,424 6,509 7,129 8,059 8,678 9,298 10,07

    60 4,520 5,424 5,941 6,715 7,232 7,749 8,39

    50 3,767 4,520 4,950 5,596 6,027 6,457 6,99

    40 3,013 3,616 3,960 4,477 4,821 5,166 5,59

    1.050 0.15 XS 1.474

    100 10,267 12,320 13,493 15,253 16,427 17,600 19,06

    90 9,240 11,088 12,144 13,728 14,784 15,840 17,16

    80 8,213 9,856 10,795 12,203 13,141 14,080 15,25

    72 7,392 8,870 9,715 10,982 11,827 12,672 13,72

    60 6,160 7,392 8,096 9,152 9,856 10,560 11,44

    50 5,133 6,160 6,747 7,627 8,213 8,800 9,53

    40 4,107 4,928 5,397 6,101 6,571 7,040 7,62

    100 14,600 17,520 19,189 21,691 23,360 25,029 27,11

    90 13,140 15,768 17,270 19,522 21,024 22,526 24,40

    80 11,680 14,016 15,351 17,353 18,688 20,023 21,69

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    PIPE DESIGN PRESSURE

    E FACTOR = 1.0 T FACTOR = 1.0

    WEIGHTSMYS

    35,000 42,000 46,000 52,000 56,000 60,000 65,000

    INCH INCH LBS./FT. % PSIG PSIG PSIG PSIG PSIG PSIG PSIG

    OUTSIDEDIAMETER

    WALLTHICKNESS

    DESIGNFACTOR

    1.050 0.219 1.944 72 10,512 12,614 13,816 15,618 16,819 18,021 19,522

    60 8,760 10,512 11,513 13,015 14,016 15,017 16,269

    50 7,300 8,760 9,594 10,846 11,680 12,514 13,557

    40 5,840 7,008 7,675 8,677 9,344 10,011 10,846

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    PIPE DESIGN PRESSURE

    E FACTOR = 1.0 T FACTOR = 1.0

    WEIGHTSMYS

    35,000 42,000 46,000 52,000 56,000 60,000 65,000

    INCH INCH LBS./FT. % PSIG PSIG PSIG PSIG PSIG PSIG PSIG

    OUTSIDEDIAMETER

    WALLTHICKNESS

    DESIGNFACTOR

    1.050 0.308 XXS 2.441

    100 20,533 24,640 26,987 30,507 32,853 35,200 38,133

    90 18,480 22,176 24,288 27,456 29,568 31,680 34,320

    80 16,427 19,712 21,589 24,405 26,283 28,160 30,507

    72 14,784 17,741 19,430 21,965 23,654 25,344 27,456

    60 12,320 14,784 16,192 18,304 19,712 21,120 22,880

    50 10,267 12,320 13,493 15,253 16,427 17,600 19,067

    40 8,213 9,856 10,795 12,203 13,141 14,080 15,253

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    PIPE DESIGN PRESSURE

    E FACTOR = 1.0 T FACTOR = 1.0

    WEIGHTSMYS

    35,000 42,000 46,000 52,000 56,000 60,000 65,00INCH INCH LBS./FT. % PSIG PSIG PSIG PSIG PSIG PSIG PSIG

    OUTSIDEDIAMETER

    WALLTHICKNESS

    DESIGNFACTOR

    1.315 0.065 0.868

    100 3,460 4,152 4,548 5,141 5,536 5,932 6,42

    90 3,114 3,737 4,093 4,627 4,983 5,338 5,78

    80 2,768 3,322 3,638 4,113 4,429 4,745 5,14

    72 2,491 2,990 3,274 3,701 3,986 4,271 4,62

    60 2,076 2,491 2,729 3,084 3,322 3,559 3,85

    50 1,730 2,076 2,274 2,570 2,768 2,966 3,21

    40 1,384 1,661 1,819 2,056 2,214 2,373 2,57

    1.315 0.11 1.404

    100 5,802 6,963 7,626 8,621 9,284 9,947 10,77

    90 5,222 6,266 6,863 7,758 8,355 8,952 9,69

    80 4,642 5,570 6,101 6,896 7,427 7,957 8,62

    72 4,178 5,013 5,491 6,207 6,684 7,162 7,75

    60 3,481 4,178 4,576 5,172 5,570 5,968 6,46

    50 2,901 3,481 3,813 4,310 4,642 4,973 5,38

    40 2,321 2,785 3,050 3,448 3,713 3,979 4,31

    1.315 0.133 STD 1.679

    100 7,080 8,496 9,305 10,519 11,328 12,137 13,14

    90 6,372 7,646 8,374 9,467 10,195 10,923 11,83

    80 5,664 6,797 7,444 8,415 9,062 9,710 10,51

    72 5,097 6,117 6,700 7,573 8,156 8,739 9,46

    60 4,248 5,097 5,583 6,311 6,797 7,282 7,88

    50 3,540 4,248 4,652 5,259 5,664 6,068 6,57

    40 2,832 3,398 3,722 4,207 4,531 4,855 5,25

    1.315 0.179 XS 2.172

    100 9,529 11,434 12,523 14,157 15,246 16,335 17,69

    90 8,576 10,291 11,271 12,741 13,721 14,701 15,92

    80 7,623 9,147 10,019 11,325 12,197 13,068 14,15

    72 6,861 8,233 9,017 10,193 10,977 11,761 12,74

    60 5,717 6,861 7,514 8,494 9,147 9,801 10,61

    50 4,764 5,717 6,262 7,078 7,623 8,167 8,84

    40 3,811 4,574 5,009 5,663 6,098 6,534 7,07

    100 13,308 15,970 17,490 19,772 21,293 22,814 24,71

    90 11,977 14,373 15,741 17,795 19,163 20,532 22,24

    80 10,646 12,776 13,992 15,817 17,034 18,251 19,77

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    PIPE DESIGN PRESSURE

    E FACTOR = 1.0 T FACTOR = 1.0

    WEIGHTSMYS

    35,000 42,000 46,000 52,000 56,000 60,000 65,000

    INCH INCH LBS./FT. % PSIG PSIG PSIG PSIG PSIG PSIG PSIG

    OUTSIDEDIAMETER

    WALLTHICKNESS

    DESIGNFACTOR

    1.315 0.250 2.844 72 9,582 11,498 12,593 14,236 15,331 16,426 17,795

    60 7,985 9,582 10,494 11,863 12,776 13,688 14,829

    50 6,654 7,985 8,745 9,886 10,646 11,407 12,357

    40 5,323 6,388 6,996 7,909 8,517 9,125 9,886

    1.315 0.358 XXS 3.659

    100 19,057 22,868 25,046 28,313 30,491 32,669 35,392

    90 17,151 20,582 22,542 25,482 27,442 29,402 31,852

    80 15,246 18,295 20,037 22,651 24,393 26,135 28,313

    72 13,721 16,465 18,033 20,386 21,954 23,522 25,482

    60 11,434 13,721 15,028 16,988 18,295 19,602 21,235

    50 9,529 11,434 12,523 14,157 15,246 16,335 17,696

    40 7,623 9,147 10,019 11,325 12,197 13,068 14,157

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    PIPE DESIGN PRESSURE

    E FACTOR = 1.0 T FACTOR = 1.0

    WEIGHTSMYS

    35,000 42,000 46,000 52,000 56,000 60,000 65,00INCH INCH LBS./FT. % PSIG PSIG PSIG PSIG PSIG PSIG PSIG

    OUTSIDEDIAMETER

    WALLTHICKNESS

    DESIGNFACTOR

    1.660 0.065 1.107

    100 2,741 3,289 3,602 4,072 4,386 4,699 5,09

    90 2,467 2,960 3,242 3,665 3,947 4,229 4,58

    80 2,193 2,631 2,882 3,258 3,508 3,759 4,07

    72 1,973 2,368 2,594 2,932 3,158 3,383 3,66

    60 1,645 1,973 2,161 2,443 2,631 2,819 3,05

    50 1,370 1,645 1,801 2,036 2,193 2,349 2,54

    40 1,096 1,316 1,441 1,629 1,754 1,880 2,03

    1.660 0.109 1.806

    100 4,596 5,516 6,041 6,829 7,354 7,880 8,53

    90 4,137 4,964 5,437 6,146 6,619 7,092 7,68

    80 3,677 4,413 4,833 5,463 5,883 6,304 6,82

    72 3,309 3,971 4,349 4,917 5,295 5,673 6,14

    60 2,758 3,309 3,625 4,097 4,413 4,728 5,12

    50 2,298 2,758 3,020 3,414 3,677 3,940 4,26

    40 1,839 2,206 2,416 2,732 2,942 3,152 3,41

    1.660 0.140 STD 2.273

    100 5,904 7,084 7,759 8,771 9,446 10,120 10,96

    90 5,313 6,376 6,983 7,894 8,501 9,108 9,86

    80 4,723 5,667 6,207 7,017 7,557 8,096 8,77

    72 4,251 5,101 5,587 6,315 6,801 7,287 7,89

    60 3,542 4,251 4,655 5,263 5,667 6,072 6,57

    50 2,952 3,542 3,880 4,386 4,723 5,060 5,48

    40 2,361 2,834 3,104 3,508 3,778 4,048 4,38

    1.660 0.191 XS 2.997

    100 8,054 9,665 10,586 11,966 12,887 13,807 14,95

    90 7,249 8,699 9,527 10,770 11,598 12,427 13,46

    80 6,443 7,732 8,468 9,573 10,309 11,046 11,96

    72 5,799 6,959 7,622 8,616 9,278 9,941 10,77

    60 4,833 5,799 6,351 7,180 7,732 8,284 8,97

    50 4,027 4,833 5,293 5,983 6,443 6,904 7,47

    40 3,222 3,866 4,234 4,787 5,155 5,523 5,98

    100 10,542 12,651 13,855 15,663 16,867 18,072 19,57

    90 9,488 11,386 12,470 14,096 15,181 16,265 17,62

    80 8,434 10,120 11,084 12,530 13,494 14,458 15,66

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    PIPE DESIGN PRESSURE

    E FACTOR = 1.0 T FACTOR = 1.0

    WEIGHTSMYS

    35,000 42,000 46,000 52,000 56,000 60,000 65,000

    INCH INCH LBS./FT. % PSIG PSIG PSIG PSIG PSIG PSIG PSIG

    OUTSIDEDIAMETER

    WALLTHICKNESS

    DESIGNFACTOR

    1.660 0.250 3.765 72 7,590 9,108 9,976 11,277 12,145 13,012 14,096

    60 6,325 7,590 8,313 9,398 10,120 10,843 11,747

    50 5,271 6,325 6,928 7,831 8,434 9,036 9,789

    40 4,217 5,060 5,542 6,265 6,747 7,229 7,831

    1.660 0.382 XXS 5.214

    100 16,108 19,330 21,171 23,933 25,773 27,614 29,916

    90 14,498 17,397 19,054 21,539 23,196 24,853 26,924

    80 12,887 15,464 16,937 19,146 20,619 22,092 23,933

    72 11,598 13,918 15,243 17,231 18,557 19,882 21,539

    60 9,665 11,598 12,703 14,360 15,464 16,569 17,949

    50 8,054 9,665 10,586 11,966 12,887 13,807 14,958

    40 6,443 7,732 8,468 9,573 10,309 11,046 11,966

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    PIPE DESIGN PRESSURE

    E FACTOR = 1.0 T FACTOR = 1.0

    WEIGHTSMYS

    35,000 42,000 46,000 52,000 56,000 60,000 65,00INCH INCH LBS./FT. % PSIG PSIG PSIG PSIG PSIG PSIG PSIG

    OUTSIDEDIAMETER

    WALLTHICKNESS

    DESIGNFACTOR

    1.900 0.065 1.274

    100 2,395 2,874 3,147 3,558 3,832 4,105 4,44

    90 2,155 2,586 2,833 3,202 3,448 3,695 4,00

    80 1,916 2,299 2,518 2,846 3,065 3,284 3,55

    72 1,724 2,069 2,266 2,562 2,759 2,956 3,20

    60 1,437 1,724 1,888 2,135 2,299 2,463 2,66

    50 1,197 1,437 1,574 1,779 1,916 2,053 2,22

    40 958 1,149 1,259 1,423 1,533 1,642 1,77

    1.900 0.109 2.085

    100 4,016 4,819 5,278 5,966 6,425 6,884 7,45

    90 3,614 4,337 4,750 5,370 5,783 6,196 6,71

    80 3,213 3,855 4,222 4,773 5,140 5,507 5,96

    72 2,891 3,470 3,800 4,296 4,626 4,957 5,37

    60 2,409 2,891 3,167 3,580 3,855 4,131 4,47

    50 2,008 2,409 2,639 2,983 3,213 3,442 3,72

    40 1,606 1,928 2,111 2,387 2,570 2,754 2,98

    1.900 0.145 STD 2.718

    100 5,342 6,411 7,021 7,937 8,547 9,158 9,92

    90 4,808 5,769 6,319 7,143 7,693 8,242 8,92

    80 4,274 5,128 5,617 6,349 6,838 7,326 7,93

    72 3,846 4,616 5,055 5,715 6,154 6,594 7,14

    60 3,205 3,846 4,213 4,762 5,128 5,495 5,95

    50 2,671 3,205 3,511 3,968 4,274 4,579 4,96

    40 2,137 2,564 2,808 3,175 3,419 3,663 3,96

    1.900 0.200 XS 3.631

    100 7,368 8,842 9,684 10,947 11,789 12,632 13,68

    90 6,632 7,958 8,716 9,853 10,611 11,368 12,31

    80 5,895 7,074 7,747 8,758 9,432 10,105 10,94

    72 5,305 6,366 6,973 7,882 8,488 9,095 9,85

    60 4,421 5,305 5,811 6,568 7,074 7,579 8,21

    50 3,684 4,421 4,842 5,474 5,895 6,316 6,84

    40 2,947 3,537 3,874 4,379 4,716 5,053 5,47

    100 10,353 12,423 13,606 15,381 16,564 17,747 19,22

    90 9,317 11,181 12,246 13,843 14,908 15,973 17,30

    80 8,282 9,939 10,885 12,305 13,251 14,198 15,38

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    PIPE DESIGN PRESSURE

    E FACTOR = 1.0 T FACTOR = 1.0

    WEIGHTSMYS

    35,000 42,000 46,000 52,000 56,000 60,000 65,000

    INCH INCH LBS./FT. % PSIG PSIG PSIG PSIG PSIG PSIG PSIG

    OUTSIDEDIAMETER

    WALLTHICKNESS

    DESIGNFACTOR

    1.900 0.281 4.859 72 7,454 8,945 9,797 11,074 11,926 12,778 13,843

    60 6,212 7,454 8,164 9,229 9,939 10,648 11,536

    50 5,176 6,212 6,803 7,691 8,282 8,874 9,613

    40 4,141 4,969 5,443 6,152 6,626 7,099 7,691

    1.900 0.400 6.408

    100 14,737 17,684 19,368 21,895 23,579 25,263 27,368

    90 13,263 15,916 17,432 19,705 21,221 22,737 24,632

    80 11,789 14,147 15,495 17,516 18,863 20,211 21,895

    72 10,611 12,733 13,945 15,764 16,977 18,189 19,705

    60 8,842 10,611 11,621 13,137 14,147 15,158 16,421

    50 7,368 8,842 9,684 10,947 11,789 12,632 13,684

    40 5,895 7,074 7,747 8,758 9,432 10,105 10,947

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    PIPE DESIGN PRESSURE

    E FACTOR = 1.0 T FACTOR = 1.0

    WEIGHTSMYS

    35,000 42,000 46,000 52,000 56,000 60,000 65,00INCH INCH LBS./FT. % PSIG PSIG PSIG PSIG PSIG PSIG PSIG

    OUTSIDEDIAMETER

    WALLTHICKNESS

    DESIGNFACTOR

    2.38 0.08 2.032

    100 2,446 2,936 3,215 3,635 3,914 4,194 4,543

    90 2,202 2,642 2,894 3,271 3,523 3,774 4,089

    80 1,957 2,348 2,572 2,908 3,131 3,355 3,635

    72 1,761 2,114 2,315 2,617 2,818 3,019 3,27

    60 1,468 1,761 1,929 2,181 2,348 2,516 2,726

    50 1,223 1,468 1,608 1,817 1,957 2,097 2,272

    40 979 1,174 1,286 1,454 1,566 1,677 1,817

    2.38 0.11 2.638

    100 3,213 3,855 4,222 4,773 5,140 5,507 5,966

    90 2,891 3,470 3,800 4,296 4,626 4,957 5,370

    72 2,313 2,776 3,040 3,437 3,701 3,965 4,296

    60 1,928 2,313 2,533 2,864 3,084 3,304 3,580

    50 1,606 1,928 2,111 2,387 2,570 2,754 2,983

    40 1,285 1,542 1,689 1,909 2,056 2,203 2,387

    2.38 0.13 3.004

    100 3,684 4,421 4,842 5,474 5,895 6,316 6,842

    90 3,316 3,979 4,358 4,926 5,305 5,684 6,158

    72 2,653 3,183 3,486 3,941 4,244 4,547 4,926

    60 2,211 2,653 2,905 3,284 3,537 3,789 4,105

    50 1,842 2,211 2,421 2,737 2,947 3,158 3,42

    40 1,474 1,768 1,937 2,189 2,358 2,526 2,737

    2.38 0.14 3.364

    100 4,156 4,987 5,462 6,174 6,649 7,124 7,718

    90 3,740 4,488 4,916 5,557 5,984 6,412 6,946

    72 2,992 3,591 3,933 4,446 4,787 5,129 5,557

    60 2,493 2,992 3,277 3,705 3,990 4,275 4,63

    50 2,078 2,493 2,731 3,087 3,325 3,562 3,859

    40 1,662 1,995 2,185 2,470 2,660 2,850 3,087

    100 4,539 5,447 5,965 6,744 7,262 7,781 8,429

    90 4,085 4,902 5,369 6,069 6,536 7,003 7,587

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    PIPE DESIGN PRESSURE

    E FACTOR = 1.0 T FACTOR = 1.0

    WEIGHTSMYS

    35,000 42,000 46,000 52,000 56,000 60,000 65,00INCH INCH LBS./FT. % PSIG PSIG PSIG PSIG PSIG PSIG PSIG

    OUTSIDEDIAMETER

    WALLTHICKNESS

    DESIGNFACTOR

    2.38 0.15 STD 3.653 72 3,268 3,922 4,295 4,855 5,229 5,602 6,069

    60 2,723 3,268 3,579 4,046 4,357 4,669 5,058

    50 2,269 2,723 2,983 3,372 3,631 3,891 4,215

    40 1,816 2,179 2,386 2,697 2,905 3,112 3,372

    2.38 0.17 4.047

    100 5,069 6,083 6,663 7,532 8,111 8,691 9,415

    90 4,563 5,475 5,996 6,779 7,300 7,821 8,473

    72 3,650 4,380 4,797 5,423 5,840 6,257 6,779

    60 3,042 3,650 3,998 4,519 4,867 5,214 5,649

    50 2,535 3,042 3,331 3,766 4,056 4,345 4,707

    40 2,028 2,433 2,665 3,013 3,244 3,476 3,766

    2.38 0.19 XS 4.391

    100 5,541 6,649 7,283 8,232 8,866 9,499 10,29

    90 4,987 5,984 6,554 7,409 7,979 8,549 9,26

    72 3,990 4,787 5,243 5,927 6,383 6,839 7,409

    60 3,325 3,990 4,370 4,939 5,319 5,699 6,174

    50 2,771 3,325 3,641 4,116 4,433 4,749 5,145

    40 2,216 2,660 2,913 3,293 3,546 3,800 4,116

    2.38 0.22 5.022

    100 6,425 7,710 8,445 9,546 10,280 11,015 11,93

    90 5,783 6,939 7,600 8,591 9,252 9,913 10,73

    72 4,626 5,551 6,080 6,873 7,402 7,931 8,59

    60 3,855 4,626 5,067 5,728 6,168 6,609 7,160

    50 3,213 3,855 4,222 4,773 5,140 5,507 5,966

    40 2,570 3,084 3,378 3,818 4,112 4,406 4,773

    2.38 0.250 5.674

    100 7,368 8,842 9,684 10,947 11,789 12,632 13,68

    90 6,632 7,958 8,716 9,853 10,611 11,368 12,31

    72 5,305 6,366 6,973 7,882 8,488 9,095 9,853

    60 4,421 5,305 5,811 6,568 7,074 7,579 8,21

    50 3,684 4,421 4,842 5,474 5,895 6,316 6,842

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    PIPE DESIGN PRESSURE

    E FACTOR = 1.0 T FACTOR = 1.0

    WEIGHTSMYS

    35,000 42,000 46,000 52,000 56,000 60,000 65,000INCH INCH LBS./FT. % PSIG PSIG PSIG PSIG PSIG PSIG PSIG

    OUTSIDEDIAMETER

    WALLTHICKNESS

    DESIGNFACTOR

    40 2,947 3,537 3,874 4,379 4,716 5,053 5,474

    2.38 0.28 6.284

    100 8,282 9,939 10,885 12,305 13,251 14,198 15,38

    90 7,454 8,945 9,797 11,074 11,926 12,778 13,843

    72 5,963 7,156 7,837 8,859 9,541 10,222 11,074

    60 4,969 5,963 6,531 7,383 7,951 8,519 9,229

    50 4,141 4,969 5,443 6,152 6,626 7,099 7,691

    40 3,313 3,975 4,354 4,922 5,301 5,679 6,152

    2.38 0.344 7.462

    100 10,139 12,167 13,325 15,064 16,222 17,381 18,82

    90 9,125 10,950 11,993 13,557 14,600 15,643 16,94

    72 7,300 8,760 9,594 10,846 11,680 12,514 13,55

    60 6,083 7,300 7,995 9,038 9,733 10,429 11,29

    50 5,069 6,083 6,663 7,532 8,111 8,691 9,415

    40 4,056 4,867 5,330 6,025 6,489 6,952 7,532

    2.38 0.44 9.029

    100 12,851 15,421 16,889 19,092 20,561 22,029 23,865

    90 11,565 13,879 15,200 17,183 18,505 19,827 21,479

    72 9,252 11,103 12,160 13,746 14,804 15,861 17,183

    60 7,710 9,252 10,134 11,455 12,337 13,218 14,319

    50 6,425 7,710 8,445 9,546 10,280 11,015 11,933

    40 5,140 6,168 6,756 7,637 8,224 8,812 9,546

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    PIPE DESIGN PRESSURE

    E FACTOR = 1.0 T FACTOR = 1.0

    WEIGHTSMYS

    35,000 42,000 46,000 52,000 56,000 60,000 65,00INCH INCH LBS./FT. % PSIG PSIG PSIG PSIG PSIG PSIG PSIG

    OUTSIDEDIAMETER

    WALLTHICKNESS

    DESIGNFACTOR

    2.88 0.08 2.475

    100 2,021 2,425 2,656 3,002 3,233 3,464 3,753

    90 1,819 2,183 2,390 2,702 2,910 3,118 3,378

    72 1,455 1,746 1,912 2,162 2,328 2,494 2,702

    60 1,213 1,455 1,594 1,801 1,940 2,079 2,252

    50 1,010 1,213 1,328 1,501 1,617 1,732 1,877

    40 808 970 1,062 1,201 1,293 1,386 1,50

    2.88 0.120 3.531

    100 2,922 3,506 3,840 4,341 4,675 5,009 5,426

    90 2,630 3,155 3,456 3,907 4,207 4,508 4,883

    72 2,104 2,524 2,765 3,125 3,366 3,606 3,907

    60 1,753 2,104 2,304 2,605 2,805 3,005 3,256

    50 1,461 1,753 1,920 2,170 2,337 2,504 2,713

    40 1,169 1,402 1,536 1,736 1,870 2,003 2,170

    2.88 0.2 STD 5.793

    100 4,943 5,931 6,496 7,343 7,908 8,473 9,179

    90 4,448 5,338 5,846 6,609 7,117 7,626 8,26

    72 3,559 4,270 4,677 5,287 5,694 6,101 6,609

    60 2,966 3,559 3,898 4,406 4,745 5,084 5,507

    50 2,471 2,966 3,248 3,672 3,954 4,237 4,590

    40 1,977 2,372 2,598 2,937 3,163 3,389 3,672

    2.88 0.28 XS 7.661

    100 6,720 8,064 8,832 9,984 10,752 11,520 12,48

    90 6,048 7,258 7,949 8,986 9,677 10,368 11,23

    72 4,838 5,806 6,359 7,188 7,741 8,294 8,986

    60 4,032 4,838 5,299 5,990 6,451 6,912 7,488

    50 3,360 4,032 4,416 4,992 5,376 5,760 6,240

    40 2,688 3,226 3,533 3,994 4,301 4,608 4,992

    100 9,130 10,957 12,000 13,565 14,609 15,652 16,95

    90 8,217 9,861 10,800 12,209 13,148 14,087 15,26

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    PIPE DESIGN PRESSURE

    E FACTOR = 1.0 T FACTOR = 1.0

    WEIGHTSMYS

    35,000 42,000 46,000 52,000 56,000 60,000 65,000

    INCH INCH LBS./FT. % PSIG PSIG PSIG PSIG PSIG PSIG PSIG

    OUTSIDEDIAMETER

    WALLTHICKNESS

    DESIGNFACTOR

    2.88 0.38 10.013 72 6,574 7,889 8,640 9,767 10,518 11,270 12,209

    60 5,478 6,574 7,200 8,139 8,765 9,391 10,174

    50 4,565 5,478 6,000 6,783 7,304 7,826 8,478

    40 3,652 4,383 4,800 5,426 5,843 6,261 6,783

    2.88 0.55 XXS 13.695

    100 13,440 16,128 17,664 19,968 21,504 23,040 24,960

    90 12,096 14,515 15,898 17,971 19,354 20,736 22,464

    72 9,677 11,612 12,718 14,377 15,483 16,589 17,971

    60 8,064 9,677 10,598 11,981 12,902 13,824 14,976

    50 6,720 8,064 8,832 9,984 10,752 11,520 12,480

    40 5,376 6,451 7,066 7,987 8,602 9,216 9,984

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    PIPE DESIGN PRESSURE

    E FACTOR = 1.0 T FACTOR = 1.0

    WEIGHTSMYS

    35,000 42,000 46,000 52,000 56,000 60,000 65,00INCH INCH LBS./FT. % PSIG PSIG PSIG PSIG PSIG PSIG PSIG

    OUTSIDEDIAMETER

    WALLTHICKNESS

    DESIGNFACTOR

    3.500 0.08 3.029

    100 1,660 1,992 2,182 2,466 2,656 2,846 3,083

    90 1,494 1,793 1,964 2,220 2,390 2,561 2,775

    72 1,195 1,434 1,571 1,776 1,912 2,049 2,220

    60 996 1,195 1,309 1,480 1,594 1,707 1,850

    50 830 996 1,091 1,233 1,328 1,423 1,541

    40 664 797 873 987 1,062 1,138 1,233

    3.500 0.11 3.948

    100 2,180 2,616 2,865 3,239 3,488 3,737 4,049

    90 1,962 2,354 2,579 2,915 3,139 3,363 3,644

    72 1,570 1,884 2,063 2,332 2,511 2,691 2,915

    60 1,308 1,570 1,719 1,943 2,093 2,242 2,429

    50 1,090 1,308 1,433 1,619 1,744 1,869 2,024

    40 872 1,046 1,146 1,296 1,395 1,495 1,619

    3.500 0.13 4.506

    100 2,500 3,000 3,286 3,714 4,000 4,286 4,643

    90 2,250 2,700 2,957 3,343 3,600 3,857 4,179

    72 1,800 2,160 2,366 2,674 2,880 3,086 3,343

    60 1,500 1,800 1,971 2,229 2,400 2,571 2,786

    50 1,250 1,500 1,643 1,857 2,000 2,143 2,321

    40 1,000 1,200 1,314 1,486 1,600 1,714 1,857

    3.500 0.14 5.058

    100 2,820 3,384 3,706 4,190 4,512 4,834 5,237

    90 2,538 3,046 3,336 3,771 4,061 4,351 4,713

    72 2,030 2,436 2,669 3,017 3,249 3,481 3,771

    60 1,692 2,030 2,224 2,514 2,707 2,901 3,142

    50 1,410 1,692 1,853 2,095 2,256 2,417 2,619

    40 1,128 1,354 1,483 1,676 1,805 1,934 2,095

    100 3,120 3,744 4,101 4,635 4,992 5,349 5,794

    90 2,808 3,370 3,691 4,172 4,493 4,814 5,215

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    PIPE DESIGN PRESSURE

    E FACTOR = 1.0 T FACTOR = 1.0

    WEIGHTSMYS

    35,000 42,000 46,000 52,000 56,000 60,000 65,00INCH INCH LBS./FT. % PSIG PSIG PSIG PSIG PSIG PSIG PSIG

    OUTSIDEDIAMETER

    WALLTHICKNESS

    DESIGNFACTOR

    3.500 0.16 5.571 72 2,246 2,696 2,952 3,338 3,594 3,851 4,172

    60 1,872 2,246 2,460 2,781 2,995 3,209 3,477

    50 1,560 1,872 2,050 2,318 2,496 2,674 2,897

    40 1,248 1,498 1,640 1,854 1,997 2,139 2,318

    3.500 0.17 6.114

    100 3,440 4,128 4,521 5,111 5,504 5,897 6,389

    90 3,096 3,715 4,069 4,600 4,954 5,307 5,750

    72 2,477 2,972 3,255 3,680 3,963 4,246 4,600

    60 2,064 2,477 2,713 3,067 3,302 3,538 3,833

    50 1,720 2,064 2,261 2,555 2,752 2,949 3,194

    40 1,376 1,651 1,808 2,044 2,202 2,359 2,555

    3.500 0.19 6.650

    100 3,760 4,512 4,942 5,586 6,016 6,446 6,983

    90 3,384 4,061 4,448 5,028 5,414 5,801 6,285

    72 2,707 3,249 3,558 4,022 4,332 4,641 5,028

    60 2,256 2,707 2,965 3,352 3,610 3,867 4,190

    50 1,880 2,256 2,471 2,793 3,008 3,223 3,49

    40 1,504 1,805 1,977 2,235 2,406 2,578 2,793

    3.500 0.22 STD 7.576

    100 4,320 5,184 5,678 6,418 6,912 7,406 8,023

    90 3,888 4,666 5,110 5,776 6,221 6,665 7,22

    72 3,110 3,732 4,088 4,621 4,977 5,332 5,776

    60 2,592 3,110 3,407 3,851 4,147 4,443 4,814

    50 2,160 2,592 2,839 3,209 3,456 3,703 4,01

    40 1,728 2,074 2,271 2,567 2,765 2,962 3,209

    3.500 0.250 8.678

    100 5,000 6,000 6,571 7,429 8,000 8,571 9,286

    90 4,500 5,400 5,914 6,686 7,200 7,714 8,357

    72 3,600 4,320 4,731 5,349 5,760 6,171 6,686

    60 3,000 3,600 3,943 4,457 4,800 5,143 5,57

    50 2,500 3,000 3,286 3,714 4,000 4,286 4,643

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    PIPE DESIGN PRESSURE

    E FACTOR = 1.0 T FACTOR = 1.0

    WEIGHTSMYS

    35,000 42,000 46,000 52,000 56,000 60,000 65,00INCH INCH LBS./FT. % PSIG PSIG PSIG PSIG PSIG PSIG PSIG

    OUTSIDEDIAMETER

    WALLTHICKNESS

    DESIGNFACTOR

    40 2,000 2,400 2,629 2,971 3,200 3,429 3,714

    3.500 0.28 9.661

    100 5,620 6,744 7,386 8,350 8,992 9,634 10,43

    90 5,058 6,070 6,648 7,515 8,093 8,671 9,393

    72 4,046 4,856 5,318 6,012 6,474 6,937 7,515

    60 3,372 4,046 4,432 5,010 5,395 5,781 6,262

    50 2,810 3,372 3,693 4,175 4,496 4,817 5,219

    40 2,248 2,698 2,955 3,340 3,597 3,854 4,175

    3.500 0.300 XS 10.253

    100 6,000 7,200 7,886 8,914 9,600 10,286 11,14

    90 5,400 6,480 7,097 8,023 8,640 9,257 10,02

    72 4,320 5,184 5,678 6,418 6,912 7,406 8,023

    60 3,600 4,320 4,731 5,349 5,760 6,171 6,686

    50 3,000 3,600 3,943 4,457 4,800 5,143 5,57

    40 2,400 2,880 3,154 3,566 3,840 4,114 4,457

    3.500 0.44 14.324

    100 8,760 10,512 11,513 13,015 14,016 15,017 16,26

    90 7,884 9,461 10,362 11,713 12,614 13,515 14,64

    72 6,307 7,569 8,289 9,371 10,092 10,812 11,71

    60 5,256 6,307 6,908 7,809 8,410 9,010 9,76

    50 4,380 5,256 5,757 6,507 7,008 7,509 8,134

    40 3,504 4,205 4,605 5,206 5,606 6,007 6,50

    3.500 0.600 XXS 18.584

    100 12,000 14,400 15,771 17,829 19,200 20,571 22,28

    90 10,800 12,960 14,194 16,046 17,280 18,514 20,05

    72 8,640 10,368 11,355 12,837 13,824 14,811 16,04

    60 7,200 8,640 9,463 10,697 11,520 12,343 13,37

    50 6,000 7,200 7,886 8,914 9,600 10,286 11,14

    40 4,800 5,760 6,309 7,131 7,680 8,229 8,914

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    PIPE DESIGN PRESSURE

    E FACTOR = 1.0 T FACTOR = 1.0

    WEIGHTSMYS

    35,000 42,000 46,000 52,000 56,000 60,000 65,00INCH INCH LBS./FT. % PSIG PSIG PSIG PSIG PSIG PSIG PSIG

    OUTSIDEDIAMETER

    WALLTHICKNESS

    DESIGNFACTOR

    4.000 0.08 3.472

    100 1,453 1,743 1,909 2,158 2,324 2,490 2,698

    90 1,307 1,569 1,718 1,942 2,092 2,241 2,428

    72 1,046 1,255 1,374 1,554 1,673 1,793 1,942

    60 872 1,046 1,145 1,295 1,394 1,494 1,619

    50 726 872 955 1,079 1,162 1,245 1,349

    40 581 697 764 863 930 996 1,079

    4.000 0.120 4.973

    100 2,100 2,520 2,760 3,120 3,360 3,600 3,900

    90 1,890 2,268 2,484 2,808 3,024 3,240 3,510

    72 1,512 1,814 1,987 2,246 2,419 2,592 2,808

    60 1,260 1,512 1,656 1,872 2,016 2,160 2,340

    50 1,050 1,260 1,380 1,560 1,680 1,800 1,950

    40 840 1,008 1,104 1,248 1,344 1,440 1,560

    4.000 0.13 5.173

    100 2,188 2,625 2,875 3,250 3,500 3,750 4,063

    90 1,969 2,363 2,588 2,925 3,150 3,375 3,656

    72 1,575 1,890 2,070 2,340 2,520 2,700 2,925

    60 1,313 1,575 1,725 1,950 2,100 2,250 2,438

    50 1,094 1,313 1,438 1,625 1,750 1,875 2,031

    40 875 1,050 1,150 1,300 1,400 1,500 1,625

    4.000 0.16 6.405

    100 2,730 3,276 3,588 4,056 4,368 4,680 5,070

    90 2,457 2,948 3,229 3,650 3,931 4,212 4,563

    72 1,966 2,359 2,583 2,920 3,145 3,370 3,650

    60 1,638 1,966 2,153 2,434 2,621 2,808 3,042

    50 1,365 1,638 1,794 2,028 2,184 2,340 2,535

    40 1,092 1,310 1,435 1,622 1,747 1,872 2,028

    100 3,290 3,948 4,324 4,888 5,264 5,640 6,110

    90 2,961 3,553 3,892 4,399 4,738 5,076 5,499

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    PIPE DESIGN PRESSURE

    E FACTOR = 1.0 T FACTOR = 1.0

    WEIGHTSMYS

    35,000 42,000 46,000 52,000 56,000 60,000 65,00INCH INCH LBS./FT. % PSIG PSIG PSIG PSIG PSIG PSIG PSIG

    OUTSIDEDIAMETER

    WALLTHICKNESS

    DESIGNFACTOR

    4.000 0.19 7.654 72 2,369 2,843 3,113 3,519 3,790 4,061 4,399

    60 1,974 2,369 2,594 2,933 3,158 3,384 3,666

    50 1,645 1,974 2,162 2,444 2,632 2,820 3,055

    40 1,316 1,579 1,730 1,955 2,106 2,256 2,444

    4.000 0.23 STD 9.109

    100 3,955 4,746 5,198 5,876 6,328 6,780 7,345

    90 3,560 4,271 4,678 5,288 5,695 6,102 6,61

    72 2,848 3,417 3,743 4,231 4,556 4,882 5,288

    60 2,373 2,848 3,119 3,526 3,797 4,068 4,407

    50 1,978 2,373 2,599 2,938 3,164 3,390 3,673

    40 1,582 1,898 2,079 2,350 2,531 2,712 2,938

    4.000 0.250 10.013

    100 4,375 5,250 5,750 6,500 7,000 7,500 8,125

    90 3,938 4,725 5,175 5,850 6,300 6,750 7,313

    72 3,150 3,780 4,140 4,680 5,040 5,400 5,850

    60 2,625 3,150 3,450 3,900 4,200 4,500 4,875

    50 2,188 2,625 2,875 3,250 3,500 3,750 4,063

    40 1,750 2,100 2,300 2,600 2,800 3,000 3,250

    4.000 0.28 11.161

    100 4,918 5,901 6,463 7,306 7,868 8,430 9,133

    90 4,426 5,311 5,817 6,575 7,081 7,587 8,219

    72 3,541 4,249 4,653 5,260 5,665 6,070 6,575

    60 2,951 3,541 3,878 4,384 4,721 5,058 5,480

    50 2,459 2,951 3,232 3,653 3,934 4,215 4,566

    40 1,967 2,360 2,585 2,922 3,147 3,372 3,653

    4.000 0.318 XS 12.505

    100 5,565 6,678 7,314 8,268 8,904 9,540 10,33

    90 5,009 6,010 6,583 7,441 8,014 8,586 9,302

    72 4,007 4,808 5,266 5,953 6,411 6,869 7,44

    60 3,339 4,007 4,388 4,961 5,342 5,724 6,20

    50 2,783 3,339 3,657 4,134 4,452 4,770 5,168

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    PIPE DESIGN PRESSURE

    E FACTOR = 1.0 T FACTOR = 1.0

    WEIGHTSMYS

    35,000 42,000 46,000 52,000 56,000 60,000 65,00INCH INCH LBS./FT. % PSIG PSIG PSIG PSIG PSIG PSIG PSIG

    OUTSIDEDIAMETER

    WALLTHICKNESS

    DESIGNFACTOR

    40 2,226 2,671 2,926 3,307 3,562 3,816 4,134

    4.000 0.64 22.850

    100 11,130 13,356 14,628 16,536 17,808 19,080 20,67

    90 10,017 12,020 13,165 14,882 16,027 17,172 18,60

    72 8,014 9,616 10,532 11,906 12,822 13,738 14,88

    60 6,678 8,014 8,777 9,922 10,685 11,448 12,40

    50 5,565 6,678 7,314 8,268 8,904 9,540 10,33

    40 4,452 5,342 5,851 6,614 7,123 7,632 8,268

    4.500 0.08 3.915

    100 1,291 1,549 1,697 1,918 2,066 2,213 2,398

    90 1,162 1,394 1,527 1,726 1,859 1,992 2,158

    72 930 1,116 1,222 1,381 1,487 1,594 1,726

    60 775 930 1,018 1,151 1,239 1,328 1,439

    50 646 775 848 959 1,033 1,107 1,199

    40 516 620 679 767 826 885 959

    4.500 0.11 5.112

    100 1,696 2,035 2,228 2,519 2,713 2,907 3,149

    90 1,526 1,831 2,006 2,267 2,442 2,616 2,834

    72 1,221 1,465 1,604 1,814 1,953 2,093 2,267

    60 1,017 1,221 1,337 1,511 1,628 1,744 1,889

    50 848 1,017 1,114 1,260 1,356 1,453 1,574

    40 678 814 891 1,008 1,085 1,163 1,260

    4.500 0.13 5.841

    100 1,944 2,333 2,556 2,889 3,111 3,333 3,61

    90 1,750 2,100 2,300 2,600 2,800 3,000 3,250

    72 1,400 1,680 1,840 2,080 2,240 2,400 2,600

    60 1,167 1,400 1,533 1,733 1,867 2,000 2,167

    50 972 1,167 1,278 1,444 1,556 1,667 1,806

    40 778 933 1,022 1,156 1,244 1,333 1,444

    100 2,193 2,632 2,883 3,259 3,509 3,760 4,073

    90 1,974 2,369 2,594 2,933 3,158 3,384 3,666

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    PIPE DESIGN PRESSURE

    E FACTOR = 1.0 T FACTOR = 1.0

    WEIGHTSMYS

    35,000 42,000 46,000 52,000 56,000 60,000 65,00INCH INCH LBS./FT. % PSIG PSIG PSIG PSIG PSIG PSIG PSIG

    OUTSIDEDIAMETER

    WALLTHICKNESS

    DESIGNFACTOR

    4.500 0.14 6.564 72 1,579 1,895 2,076 2,346 2,527 2,707 2,933

    60 1,316 1,579 1,730 1,955 2,106 2,256 2,444

    50 1,097 1,316 1,441 1,629 1,755 1,880 2,037

    40 877 1,053 1,153 1,303 1,404 1,504 1,629

    4.500 0.16 7.238

    100 2,427 2,912 3,189 3,605 3,883 4,160 4,507

    90 2,184 2,621 2,870 3,245 3,494 3,744 4,056

    72 1,747 2,097 2,296 2,596 2,796 2,995 3,245

    60 1,456 1,747 1,914 2,163 2,330 2,496 2,704

    50 1,213 1,456 1,595 1,803 1,941 2,080 2,253

    40 971 1,165 1,276 1,442 1,553 1,664 1,803

    4.500 0.17 7.951

    100 2,676 3,211 3,516 3,975 4,281 4,587 4,969

    90 2,408 2,890 3,165 3,578 3,853 4,128 4,472

    72 1,926 2,312 2,532 2,862 3,082 3,302 3,578

    60 1,605 1,926 2,110 2,385 2,569 2,752 2,981

    50 1,338 1,605 1,758 1,988 2,140 2,293 2,484

    40 1,070 1,284 1,407 1,590 1,712 1,835 1,988

    4.500 0.19 8.658

    100 2,924 3,509 3,844 4,345 4,679 5,013 5,431

    90 2,632 3,158 3,459 3,910 4,211 4,512 4,888

    72 2,106 2,527 2,767 3,128 3,369 3,610 3,910

    60 1,755 2,106 2,306 2,607 2,807 3,008 3,259

    50 1,462 1,755 1,922 2,172 2,340 2,507 2,716

    40 1,170 1,404 1,537 1,738 1,872 2,005 2,172

    4.500 0.2 9.316

    100 3,158 3,789 4,150 4,692 5,052 5,413 5,864

    90 2,842 3,410 3,735 4,222 4,547 4,872 5,278

    72 2,274 2,728 2,988 3,378 3,638 3,898 4,222

    60 1,895 2,274 2,490 2,815 3,031 3,248 3,519

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    PIPE DESIGN PRESSURE

    E FACTOR = 1.0 T FACTOR = 1.0

    WEIGHTSMYS

    35,000 42,000 46,000 52,000 56,000 60,000 65,00INCH INCH LBS./FT. % PSIG PSIG PSIG PSIG PSIG PSIG PSIG

    OUTSIDEDIAMETER

    WALLTHICKNESS

    DESIGNFACTOR

    50 1,579 1,895 2,075 2,346 2,526 2,707 2,932

    40 1,263 1,516 1,660 1,877 2,021 2,165 2,346

    4.500 0.219 10.013

    100 3,407 4,088 4,477 5,061 5,451 5,840 6,327

    90 3,066 3,679 4,030 4,555 4,906 5,256 5,694

    72 2,453 2,943 3,224 3,644 3,924 4,205 4,555

    60 2,044 2,453 2,686 3,037 3,270 3,504 3,796

    50 1,703 2,044 2,239 2,531 2,725 2,920 3,163

    40 1,363 1,635 1,791 2,025 2,180 2,336 2,53

    4.500 0.24 STD 10.791

    100 3,687 4,424 4,845 5,477 5,899 6,320 6,847

    90 3,318 3,982 4,361 4,930 5,309 5,688 6,162

    72 2,654 3,185 3,489 3,944 4,247 4,550 4,930

    60 2,212 2,654 2,907 3,286 3,539 3,792 4,108

    50 1,843 2,212 2,423 2,739 2,949 3,160 3,423

    40 1,475 1,770 1,938 2,191 2,359 2,528 2,739

    4.500 0.250 11.348

    100 3,889 4,667 5,111 5,778 6,222 6,667 7,222

    90 3,500 4,200 4,600 5,200 5,600 6,000 6,500

    72 2,800 3,360 3,680 4,160 4,480 4,800 5,200

    60 2,333 2,800 3,067 3,467 3,733 4,000 4,333

    50 1,944 2,333 2,556 2,889 3,111 3,333 3,61

    40 1,556 1,867 2,044 2,311 2,489 2,667 2,889

    4.500 0.28 12.662

    100 4,371 5,245 5,745 6,494 6,994 7,493 8,118

    90 3,934 4,721 5,170 5,845 6,294 6,744 7,306

    72 3,147 3,777 4,136 4,676 5,036 5,395 5,845

    60 2,623 3,147 3,447 3,897 4,196 4,496 4,87

    50 2,186 2,623 2,872 3,247 3,497 3,747 4,059

    40 1,748 2,098 2,298 2,598 2,798 2,997 3,247

    100 4,853 5,824 6,379 7,211 7,765 8,320 9,013

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    PIPE DESIGN PRESSURE

    E FACTOR = 1.0 T FACTOR = 1.0

    WEIGHTSMYS

    35,000 42,000 46,000 52,000 56,000 60,000 65,00INCH INCH LBS./FT. % PSIG PSIG PSIG PSIG PSIG PSIG PSIG

    OUTSIDEDIAMETER

    WALLTHICKNESS

    DESIGNFACTOR

    4.500 0.312 13.955

    90 4,368 5,242 5,741 6,490 6,989 7,488 8,112

    72 3,494 4,193 4,593 5,192 5,591 5,990 6,490

    60 2,912 3,494 3,827 4,326 4,659 4,992 5,408

    50 2,427 2,912 3,189 3,605 3,883 4,160 4,507

    40 1,941 2,330 2,551 2,884 3,106 3,328 3,605

    4.500 0.34 XS 14.984

    100 5,242 6,291 6,890 7,788 8,388 8,987 9,736

    90 4,718 5,662 6,201 7,010 7,549 8,088 8,762

    72 3,774 4,529 4,961 5,608 6,039 6,470 7,010

    60 3,145 3,774 4,134 4,673 5,033 5,392 5,84

    50 2,621 3,145 3,445 3,894 4,194 4,493 4,868

    40 2,097 2,516 2,756 3,115 3,355 3,595 3,894

    4.500 0.438 19.002

    100 6,813 8,176 8,955 10,123 10,901 11,680 12,65

    90 6,132 7,358 8,059 9,110 9,811 10,512 11,38

    72 4,906 5,887 6,447 7,288 7,849 8,410 9,110

    60 4,088 4,906 5,373 6,074 6,541 7,008 7,592

    50 3,407 4,088 4,477 5,061 5,451 5,840 6,327

    40 2,725 3,270 3,582 4,049 4,361 4,672 5,06

    4.500 0.53 22.509

    100 8,260 9,912 10,856 12,272 13,216 14,160 15,34

    90 7,434 8,921 9,770 11,045 11,894 12,744 13,80

    72 5,947 7,137 7,816 8,836 9,516 10,195 11,04

    60 4,956 5,947 6,514 7,363 7,930 8,496 9,204

    50 4,130 4,956 5,428 6,136 6,608 7,080 7,670

    40 3,304 3,965 4,342 4,909 5,286 5,664 6,136

    4.500 0.674 XXS 27.541

    100 10,484 12,581 13,780 15,577 16,775 17,973 19,47

    90 9,436 11,323 12,402 14,019 15,098 16,176 17,52

    72 7,549 9,059 9,921 11,215 12,078 12,941 14,01

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    PIPE DESIGN PRESSURE

    E FACTOR = 1.0 T FACTOR = 1.0

    WEIGHTSMYS

    35,000 42,000 46,000 52,000 56,000 60,000 65,000

    INCH INCH LBS./FT. % PSIG PSIG PSIG PSIG PSIG PSIG PSIG

    OUTSIDEDIAMETER

    WALLTHICKNESS

    DESIGNFACTOR

    60 6,291 7,549 8,268 9,346 10,065 10,784 11,683

    50 5,242 6,291 6,890 7,788 8,388 8,987 9,736

    40 4,194 5,033 5,512 6,231 6,710 7,189 7,788

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    PIPE DESIGN PRESSURE

    E FACTOR = 1.0 T FACTOR = 1.0

    WEIGHTSMYS

    35,000 42,000 46,000 52,000 56,000 60,000 65,00INCH INCH LBS./FT. % PSIG PSIG PSIG PSIG PSIG PSIG PSIG

    OUTSIDEDIAMETER

    WALLTHICKNESS

    DESIGNFACTOR

    5.563 0.11 6.349

    100 1,372 1,646 1,803 2,038 2,194 2,351 2,547

    90 1,234 1,481 1,622 1,834 1,975 2,116 2,292

    72 988 1,185 1,298 1,467 1,580 1,693 1,834

    60 823 988 1,082 1,223 1,317 1,411 1,528

    50 686 823 901 1,019 1,097 1,176 1,274

    40 549 658 721 815 878 940 1,019

    5.563 0.13 7.770

    100 1,686 2,023 2,216 2,505 2,698 2,891 3,131

    90 1,518 1,821 1,994 2,255 2,428 2,601 2,818

    72 1,214 1,457 1,596 1,804 1,942 2,081 2,255

    60 1,012 1,214 1,330 1,503 1,619 1,734 1,879

    50 843 1,012 1,108 1,253 1,349 1,445 1,566

    40 674 809 886 1,002 1,079 1,156 1,253

    5.563 0.16 9.009

    100 1,963 2,356 2,580 2,916 3,141 3,365 3,646

    90 1,767 2,120 2,322 2,625 2,827 3,029 3,281

    72 1,413 1,696 1,858 2,100 2,261 2,423 2,625

    60 1,178 1,413 1,548 1,750 1,884 2,019 2,187

    50 981 1,178 1,290 1,458 1,570 1,683 1,823

    40 785 942 1,032 1,167 1,256 1,346 1,458

    5.563 0.19 10.792

    100 2,366 2,839 3,109 3,515 3,785 4,055 4,393

    90 2,129 2,555 2,798 3,163 3,407 3,650 3,954

    72 1,703 2,044 2,239 2,531 2,725 2,920 3,163

    60 1,419 1,703 1,865 2,109 2,271 2,433 2,636

    50 1,183 1,419 1,555 1,757 1,893 2,028 2,197

    40 946 1,136 1,244 1,406 1,514 1,622 1,757

    100 2,756 3,307 3,622 4,094 4,409 4,724 5,118

    90 2,480 2,976 3,260 3,685 3,968 4,252 4,606

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    PIPE DESIGN PRESSURE

    E FACTOR = 1.0 T FACTOR = 1.0

    WEIGHTSMYS

    35,000 42,000 46,000 52,000 56,000 60,000 65,00INCH INCH LBS./FT. % PSIG PSIG PSIG PSIG PSIG PSIG PSIG

    OUTSIDEDIAMETER

    WALLTHICKNESS

    DESIGNFACTOR

    5.563 0.22 12.499 72 1,984 2,381 2,608 2,948 3,175 3,401 3,685

    60 1,653 1,984 2,173 2,457 2,645 2,834 3,07

    50 1,378 1,653 1,811 2,047 2,205 2,362 2,559

    40 1,102 1,323 1,449 1,638 1,764 1,890 2,047

    5.563 0.26 STD 14.618

    100 3,246 3,896 4,267 4,823 5,194 5,565 6,029

    90 2,922 3,506 3,840 4,341 4,675 5,009 5,426

    72 2,337 2,805 3,072 3,473 3,740 4,007 4,34

    60 1,948 2,337 2,560 2,894 3,117 3,339 3,617

    50 1,623 1,948 2,133 2,412 2,597 2,783 3,015

    40 1,299 1,558 1,707 1,929 2,078 2,226 2,412

    5.563 0.28 15.852

    100 3,536 4,243 4,647 5,253 5,657 6,061 6,567

    90 3,182 3,819 4,182 4,728 5,092 5,455 5,910

    72 2,546 3,055 3,346 3,782 4,073 4,364 4,728

    60 2,122 2,546 2,788 3,152 3,394 3,637 3,940

    50 1,768 2,122 2,324 2,627 2,829 3,031 3,283

    40 1,414 1,697 1,859 2,101 2,263 2,425 2,627

    5.563 0.31 17.497

    100 3,926 4,711 5,160 5,833 6,282 6,730 7,29

    90 3,533 4,240 4,644 5,250 5,653 6,057 6,562

    72 2,827 3,392 3,715 4,200 4,523 4,846 5,250

    60 2,356 2,827 3,096 3,500 3,769 4,038 4,375

    50 1,963 2,356 2,580 2,916 3,141 3,365 3,646

    40 1,570 1,884 2,064 2,333 2,513 2,692 2,916

    5.563 0.344 19.175

    100 4,329 5,194 5,689 6,431 6,926 7,420 8,039

    90 3,896 4,675 5,120 5,788 6,233 6,678 7,235

    72 3,117 3,740 4,096 4,630 4,987 5,343 5,788

    60 2,597 3,117 3,413 3,859 4,155 4,452 4,823

    50 2,164 2,597 2,845 3,216 3,463 3,710 4,019

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    PIPE DESIGN PRESSURE

    E FACTOR = 1.0 T FACTOR = 1.0

    WEIGHTSMYS

    35,000 42,000 46,000 52,000 56,000 60,000 65,00INCH INCH LBS./FT. % PSIG PSIG PSIG PSIG PSIG PSIG PSIG

    OUTSIDEDIAMETER

    WALLTHICKNESS

    DESIGNFACTOR

    40 1,731 2,078 2,276 2,572 2,770 2,968 3,216

    5.563 0.38 XS 20.778

    100 4,719 5,662 6,202 7,011 7,550 8,089 8,763

    90 4,247 5,096 5,582 6,310 6,795 7,280 7,887

    72 3,397 4,077 4,465 5,048 5,436 5,824 6,310

    60 2,831 3,397 3,721 4,206 4,530 4,853 5,258

    50 2,359 2,831 3,101 3,505 3,775 4,045 4,382

    40 1,887 2,265 2,481 2,804 3,020 3,236 3,505

    5.563 0.500 27.037

    100 6,292 7,550 8,269 9,347 10,067 10,786 11,68

    90 5,662 6,795 7,442 8,413 9,060 9,707 10,51

    72 4,530 5,436 5,954 6,730 7,248 7,766 8,413

    60 3,775 4,530 4,961 5,608 6,040 6,471 7,01

    50 3,146 3,775 4,134 4,674 5,033 5,393 5,842

    40 2,517 3,020 3,308 3,739 4,027 4,314 4,674

    5.563 0.63 32.962

    100 7,864 9,437 10,336 11,684 12,583 13,482 14,60

    90 7,078 8,494 9,303 10,516 11,325 12,134 13,14

    72 5,662 6,795 7,442 8,413 9,060 9,707 10,51

    60 4,719 5,662 6,202 7,011 7,550 8,089 8,763

    50 3,932 4,719 5,168 5,842 6,292 6,741 7,303

    40 3,146 3,775 4,134 4,674 5,033 5,393 5,842

    5.563 0.750 XXS 38.553

    100 9,437 11,325 12,403 14,021 15,100 16,178 17,52

    90 8,494 10,192 11,163 12,619 13,590 14,560 15,77

    72 6,795 8,154 8,930 10,095 10,872 11,648 12,61

    60 5,662 6,795 7,442 8,413 9,060 9,707 10,51

    50 4,719 5,662 6,202 7,011 7,550 8,089 8,763

    40 3,775 4,530 4,961 5,608 6,040 6,471 7,01

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    PIPE DESIGN PRESSURE

    E FACTOR = 1.0 T FACTOR = 1.0

    WEIGHTSMYS

    35,000 42,000 46,000 52,000 56,000 60,000 65,00INCH INCH LBS./FT. % PSIG PSIG PSIG PSIG PSIG PSIG PSIG

    OUTSIDEDIAMETER

    WALLTHICKNESS

    DESIGNFACTOR

    6.625 0.08 5.799

    100 877 1,052 1,153 1,303 1,403 1,503 1,629

    90 789 947 1,037 1,173 1,263 1,353 1,466

    72 631 758 830 938 1,010 1,082 1,173

    60 526 631 692 782 842 902 977

    50 438 526 576 651 702 752 814

    40 351 421 461 521 561 601 651

    6.625 0.11 7.586

    100 1,152 1,382 1,514 1,711 1,843 1,974 2,139

    90 1,037 1,244 1,362 1,540 1,658 1,777 1,925

    72 829 995 1,090 1,232 1,327 1,422 1,540

    60 691 829 908 1,027 1,106 1,185 1,283

    50 576 691 757 856 921 987 1,069

    40 461 553 605 684 737 790 856

    6.625 0.13 8.678

    100 1,321 1,585 1,736 1,962 2,113 2,264 2,453

    90 1,189 1,426 1,562 1,766 1,902 2,038 2,208

    72 951 1,141 1,250 1,413 1,522 1,630 1,766

    60 792 951 1,042 1,177 1,268 1,358 1,472

    50 660 792 868 981 1,057 1,132 1,226

    40 528 634 694 785 845 906 981

    6.625 0.14 9.764

    100 1,490 1,788 1,958 2,213 2,384 2,554 2,767

    90 1,341 1,609 1,762 1,992 2,145 2,299 2,490

    72 1,073 1,287 1,410 1,594 1,716 1,839 1,992

    60 894 1,073 1,175 1,328 1,430 1,532 1,660

    50 745 894 979 1,107 1,192 1,277 1,383

    40 596 715 783 885 953 1,022 1,107

    100 1,648 1,978 2,166 2,449 2,637 2,826 3,061

    90 1,483 1,780 1,950 2,204 2,374 2,543 2,755

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    PIPE DESIGN PRESSURE

    E FACTOR = 1.0 T FACTOR = 1.0

    WEIGHTSMYS

    35,000 42,000 46,000 52,000 56,000 60,000 65,00INCH INCH LBS./FT. % PSIG PSIG PSIG PSIG PSIG PSIG PSIG

    OUTSIDEDIAMETER

    WALLTHICKNESS

    DESIGNFACTOR

    6.625 0.16 10.778 72 1,187 1,424 1,560 1,763 1,899 2,034 2,204

    60 989 1,187 1,300 1,469 1,582 1,695 1,837

    50 824 989 1,083 1,224 1,319 1,413 1,53

    40 659 791 867 980 1,055 1,130 1,224

    6.625 0.17 11.854

    100 1,817 2,181 2,389 2,700 2,908 3,115 3,375

    90 1,636 1,963 2,150 2,430 2,617 2,804 3,038

    72 1,308 1,570 1,720 1,944 2,094 2,243 2,430

    60 1,090 1,308 1,433 1,620 1,745 1,869 2,025

    50 909 1,090 1,194 1,350 1,454 1,558 1,688

    40 727 872 955 1,080 1,163 1,246 1,350

    6.625 0.19 12.925

    100 1,986 2,384 2,611 2,951 3,178 3,405 3,689

    90 1,788 2,145 2,350 2,656 2,860 3,065 3,320

    72 1,430 1,716 1,880 2,125 2,288 2,452 2,656

    60 1,192 1,430 1,566 1,771 1,907 2,043 2,213

    50 993 1,192 1,305 1,476 1,589 1,703 1,845

    40 795 953 1,044 1,180 1,271 1,362 1,476

    6.625 0.2 13.923

    100 2,145 2,574 2,819 3,187 3,432 3,677 3,983

    90 1,930 2,316 2,537 2,868 3,089 3,309 3,585

    72 1,544 1,853 2,030 2,294 2,471 2,647 2,868

    60 1,287 1,544 1,691 1,912 2,059 2,206 2,390

    50 1,072 1,287 1,410 1,593 1,716 1,838 1,992

    40 858 1,030 1,128 1,275 1,373 1,471 1,593

    6.625 0.219 14.983

    100 2,314 2,777 3,041 3,438 3,702 3,967 4,297

    90 2,083 2,499 2,737 3,094 3,332 3,570 3,868

    72 1,666 1,999 2,190 2,475 2,666 2,856 3,094

    60 1,388 1,666 1,825 2,063 2,221 2,380 2,578

    50 1,157 1,388 1,521 1,719 1,851 1,983 2,149

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    PIPE DESIGN PRESSURE

    E FACTOR = 1.0 T FACTOR = 1.0

    WEIGHTSMYS

    35,000 42,000 46,000 52,000 56,000 60,000 65,00INCH INCH LBS./FT. % PSIG PSIG PSIG PSIG PSIG PSIG PSIG

    OUTSIDEDIAMETER

    WALLTHICKNESS

    DESIGNFACTOR

    40 926 1,111 1,216 1,375 1,481 1,587 1,719

    6.625 0.250 17.022

    100 2,642 3,170 3,472 3,925 4,226 4,528 4,906

    90 2,377 2,853 3,125 3,532 3,804 4,075 4,415

    72 1,902 2,282 2,500 2,826 3,043 3,260 3,532

    60 1,585 1,902 2,083 2,355 2,536 2,717 2,943

    50 1,321 1,585 1,736 1,962 2,113 2,264 2,453

    40 1,057 1,268 1,389 1,570 1,691 1,811 1,962

    6.625 0.280 STD 18.974

    100 2,958 3,550 3,888 4,395 4,734 5,072 5,494

    90 2,663 3,195 3,499 3,956 4,260 4,565 4,945

    72 2,130 2,556 2,800 3,165 3,408 3,652 3,956

    60 1,775 2,130 2,333 2,637 2,840 3,043 3,297

    50 1,479 1,775 1,944 2,198 2,367 2,536 2,747

    40 1,183 1,420 1,555 1,758 1,893 2,029 2,198

    6.625 0.31 21.036

    100 3,297 3,956 4,333 4,898 5,275 5,651 6,122

    90 2,967 3,560 3,899 4,408 4,747 5,086 5,510

    72 2,374 2,848 3,120 3,526 3,798 4,069 4,408

    60 1,978 2,374 2,600 2,939 3,165 3,391 3,673

    50 1,648 1,978 2,166 2,449 2,637 2,826 3,06

    40 1,319 1,582 1,733 1,959 2,110 2,261 2,449

    6.625 0.344 23.076

    100 3,635 4,362 4,777 5,400 5,816 6,231 6,750

    90 3,271 3,925 4,299 4,860 5,234 5,608 6,075

    72 2,617 3,140 3,439 3,888 4,187 4,486 4,860

    60 2,181 2,617 2,866 3,240 3,489 3,739 4,050

    50 1,817 2,181 2,389 2,700 2,908 3,115 3,375

    40 1,454 1,745 1,911 2,160 2,326 2,492 2,700

    100 3,962 4,755 5,208 5,887 6,340 6,792 7,358

    90 3,566 4,279 4,687 5,298 5,706 6,113 6,623

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    PIPE DESIGN PRESSURE

    E FACTOR = 1.0 T FACTOR = 1.0

    WEIGHTSMYS

    35,000 42,000 46,000 52,000 56,000 60,000 65,00INCH INCH LBS./FT. % PSIG PSIG PSIG PSIG PSIG PSIG PSIG

    OUTSIDEDIAMETER

    WALLTHICKNESS

    DESIGNFACTOR

    6.625 0.38 25.032 72 2,853 3,423 3,749 4,238 4,565 4,891 5,298

    60 2,377 2,853 3,125 3,532 3,804 4,075 4,415

    50 1,981 2,377 2,604 2,943 3,170 3,396 3,679

    40 1,585 1,902 2,083 2,355 2,536 2,717 2,943

    6.625 0.432 XS 28.574

    100 4,565 5,477 5,999 6,782 7,303 7,825 8,477

    90 4,108 4,930 5,399 6,103 6,573 7,042 7,629

    72 3,286 3,944 4,319 4,883 5,258 5,634 6,103

    60 2,739 3,286 3,599 4,069 4,382 4,695 5,086

    50 2,282 2,739 3,000 3,391 3,652 3,912 4,238

    40 1,826 2,191 2,400 2,713 2,921 3,130 3,39

    6.625 0.500 32.708

    100 5,283 6,340 6,943 7,849 8,453 9,057 9,81

    90 4,755 5,706 6,249 7,064 7,608 8,151 8,830

    72 3,804 4,565 4,999 5,651 6,086 6,521 7,064

    60 3,170 3,804 4,166 4,709 5,072 5,434 5,887

    50 2,642 3,170 3,472 3,925 4,226 4,528 4,906

    40 2,113 2,536 2,777 3,140 3,381 3,623 3,925

    6.625 0.562 36.392

    100 5,938 7,126 7,804 8,822 9,501 10,180 11,02

    90 5,344 6,413 7,024 7,940 8,551 9,162 9,925

    72 4,275 5,131 5,619 6,352 6,841 7,329 7,940

    60 3,563 4,275 4,683 5,293 5,701 6,108 6,617

    50 2,969 3,563 3,902 4,411 4,750 5,090 5,514

    40 2,375 2,850 3,122 3,529 3,800 4,072 4,41

    6.625 0.625 40.051

    100 6,604 7,925 8,679 9,811 10,566 11,321 12,26

    90 5,943 7,132 7,811 8,830 9,509 10,189 11,03

    72 4,755 5,706 6,249 7,064 7,608 8,151 8,830

    60 3,962 4,755 5,208 5,887 6,340 6,792 7,358

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    PIPE DESIGN PRESSURE

    E FACTOR = 1.0 T FACTOR = 1.0

    WEIGHTSMYS

    35,000 42,000 46,000 52,000 56,000 60,000 65,00INCH INCH LBS./FT. % PSIG PSIG PSIG PSIG PSIG PSIG PSIG

    OUTSIDEDIAMETER

    WALLTHICKNESS

    DESIGNFACTOR

    50 3,302 3,962 4,340 4,906 5,283 5,660 6,132

    40 2,642 3,170 3,472 3,925 4,226 4,528 4,906

    6.625 0.719 45.353

    100 7,597 9,116 9,985 11,287 12,155 13,023 14,10

    90 6,837 8,205 8,986 10,158 10,940 11,721 12,69

    72 5,470 6,564 7,189 8,127 8,752 9,377 10,15

    60 4,558 5,470 5,991 6,772 7,293 7,814 8,465

    50 3,798 4,558 4,992 5,643 6,078 6,512 7,054

    40 3,039 3,647 3,994 4,515 4,862 5,209 5,643

    6.625 0.750 47.060

    100 7,925 9,509 10,415 11,774 12,679 13,585 14,71

    90 7,132 8,558 9,374 10,596 11,411 12,226 13,24

    72 5,706 6,847 7,499 8,477 9,129 9,781 10,59

    60 4,755 5,706 6,249 7,064 7,608 8,151 8,830

    50 3,962 4,755 5,208 5,887 6,340 6,792 7,358

    40 3,170 3,804 4,166 4,709 5,072 5,434 5,887

    6.625 0.864 XXS 53.161

    100 9,129 10,955 11,998 13,563 14,606 15,650 16,95

    90 8,216 9,859 10,798 12,207 13,146 14,085 15,25

    72 6,573 7,888 8,639 9,765 10,517 11,268 12,20

    60 5,477 6,573 7,199 8,138 8,764 9,390 10,17

    50 4,565 5,477 5,999 6,782 7,303 7,825 8,477

    40 3,652 4,382 4,799 5,425 5,843 6,260 6,782

    6.625 0.875 53.735

    100 9,245 11,094 12,151 13,736 14,792 15,849 17,17

    90 8,321 9,985 10,936 12,362 13,313 14,264 15,45

    72 6,657 7,988 8,749 9,890 10,651 11,411 12,36

    60 5,547 6,657 7,291 8,242 8,875 9,509 10,30

    50 4,623 5,547 6,075 6,868 7,396 7,925 8,585

    40 3,698 4,438 4,860 5,494 5,917 6,340 6,868

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    PIPE DESIGN PRESSURE

    E FACTOR = 1.0 T FACTOR = 1.0

    WEIGHTSMYS

    35,000 42,000 46,000 52,000 56,000 60,000 65,00INCH INCH LBS./FT. % PSIG PSIG PSIG PSIG PSIG PSIG PSIG

    OUTSIDEDIAMETER

    WALLTHICKNESS

    DESIGNFACTOR

    8.625 0.13 11.348

    100 1,014 1,217 1,333 1,507 1,623 1,739 1,884

    90 913 1,096 1,200 1,357 1,461 1,565 1,696

    72 730 877 960 1,085 1,169 1,252 1,357

    60 609 730 800 904 974 1,043 1,130

    50 507 609 667 754 812 870 942

    40 406 487 533 603 649 696 754

    8.625 0.16 14.110

    100 1,266 1,519 1,664 1,881 2,026 2,170 2,351

    90 1,139 1,367 1,498 1,693 1,823 1,953 2,116

    72 912 1,094 1,198 1,354 1,459 1,563 1,693

    60 760 912 998 1,129 1,215 1,302 1,411

    50 633 760 832 941 1,013 1,085 1,176

    40 506 608 666 752 810 868 941

    8.625 0.19 16.940

    100 1,526 1,831 2,005 2,267 2,441 2,616 2,834

    90 1,373 1,648 1,805 2,040 2,197 2,354 2,550

    72 1,099 1,318 1,444 1,632 1,758 1,883 2,040

    60 915 1,099 1,203 1,360 1,465 1,569 1,700

    50 763 915 1,003 1,133 1,221 1,308 1,417

    40 610 732 802 907 977 1,046 1,133

    8.625 0.2 18.260

    100 1,648 1,977 2,165 2,448 2,636 2,824 3,060

    90 1,483 1,779 1,949 2,203 2,372 2,542 2,754

    72 1,186 1,423 1,559 1,762 1,898 2,034 2,203

    60 989 1,186 1,299 1,469 1,582 1,695 1,836

    50 824 989 1,083 1,224 1,318 1,412 1,530

    40 659 791 866 979 1,054 1,130 1,224

    100 1,777 2,133 2,336 2,641 2,844 3,047 3,301

    90 1,600 1,920 2,102 2,377 2,559 2,742 2,971

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    PIPE DESIGN PRESSURE

    E FACTOR = 1.0 T FACTOR = 1.0

    WEIGHTSMYS

    35,000 42,000 46,000 52,000 56,000 60,000 65,00INCH INCH LBS./FT. % PSIG PSIG PSIG PSIG PSIG PSIG PSIG

    OUTSIDEDIAMETER

    WALLTHICKNESS

    DESIGNFACTOR

    8.625 0.22 19.661 72 1,280 1,536 1,682 1,901 2,048 2,194 2,377

    60 1,066 1,280 1,402 1,584 1,706 1,828 1,98

    50 889 1,066 1,168 1,320 1,422 1,523 1,650

    40 711 853 934 1,056 1,138 1,219 1,320

    8.625 0.250 22.362

    100 2,029 2,435 2,667 3,014 3,246 3,478 3,768

    90 1,826 2,191 2,400 2,713 2,922 3,130 3,39

    72 1,461 1,753 1,920 2,170 2,337 2,504 2,713

    60 1,217 1,461 1,600 1,809 1,948 2,087 2,26

    50 1,014 1,217 1,333 1,507 1,623 1,739 1,884

    40 812 974 1,067 1,206 1,299 1,391 1,507

    8.625 0.28 24.697

    100 2,248 2,698 2,955 3,340 3,597 3,854 4,175

    90 2,023 2,428 2,659 3,006 3,237 3,469 3,758

    72 1,619 1,942 2,127 2,405 2,590 2,775 3,006

    60 1,349 1,619 1,773 2,004 2,158 2,312 2,505

    50 1,124 1,349 1,477 1,670 1,798 1,927 2,088

    40 899 1,079 1,182 1,336 1,439 1,542 1,670

    8.625 0.31 27.701

    100 2,532 3,039 3,328 3,762 4,051 4,341 4,703

    90 2,279 2,735 2,995 3,386 3,646 3,907 4,232

    72 1,823 2,188 2,396 2,709 2,917 3,125 3,386

    60 1,519 1,823 1,997 2,257 2,431 2,605 2,822

    50 1,266 1,519 1,664 1,881 2,026 2,170 2,35

    40 1,013 1,215 1,331 1,505 1,621 1,736 1,88

    8.625 0.322 STD 28.554

    100 2,613 3,136 3,435 3,883 4,181 4,480 4,853

    90 2,352 2,822 3,091 3,494 3,763 4,032 4,368

    72 1,882 2,258 2,473 2,796 3,011 3,226 3,494

    60 1,568 1,882 2,061 2,330 2,509 2,688 2,912

    50 1,307 1,568 1,717 1,941 2,091 2,240 2,427

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    PIPE DESIGN PRESSURE

    E FACTOR = 1.0 T FACTOR = 1.0

    WEIGHTSMYS

    35,000 42,000 46,000 52,000 56,000 60,000 65,00INCH INCH LBS./FT. % PSIG PSIG PSIG PSIG PSIG PSIG PSIG

    OUTSIDEDIAMETER

    WALLTHICKNESS

    DESIGNFACTOR

    40 1,045 1,254 1,374 1,553 1,673 1,792 1,94

    8.625 0.344 30.424

    100 2,792 3,350 3,669 4,148 4,467 4,786 5,185

    90 2,513 3,015 3,302 3,733 4,020 4,307 4,666

    72 2,010 2,412 2,642 2,987 3,216 3,446 3,733

    60 1,675 2,010 2,202 2,489 2,680 2,872 3,11

    50 1,396 1,675 1,835 2,074 2,234 2,393 2,592

    40 1,117 1,340 1,468 1,659 1,787 1,914 2,074

    8.625 0.375 33.042

    100 3,043 3,652 4,000 4,522 4,870 5,217 5,652

    90 2,739 3,287 3,600 4,070 4,383 4,696 5,087

    72 2,191 2,630 2,880 3,256 3,506 3,757 4,070

    60 1,826 2,191 2,400 2,713 2,922 3,130 3,39

    50 1,522 1,826 2,000 2,261 2,435 2,609 2,826

    40 1,217 1,461 1,600 1,809 1,948 2,087 2,26

    8.625 0.41 35.639

    100 3,295 3,954 4,331 4,896 5,272 5,649 6,11

    90 2,966 3,559 3,898 4,406 4,745 5,084 5,50

    72 2,372 2,847 3,118 3,525 3,796 4,067 4,40

    60 1,977 2,372 2,598 2,937 3,163 3,389 3,672

    50 1,648 1,977 2,165 2,448 2,636 2,824 3,06

    40 1,318 1,582 1,732 1,958 2,109 2,259 2,44

    8.625 0.438 38.298

    100 3,555 4,266 4,672 5,281 5,688 6,094 6,602

    90 3,199 3,839 4,205 4,753 5,119 5,485 5,942

    72 2,559 3,071 3,364 3,803 4,095 4,388 4,753

    60 2,133 2,559 2,803 3,169 3,413 3,656 3,96

    50 1,777 2,133 2,336 2,641 2,844 3,047 3,30

    40 1,422 1,706 1,869 2,113 2,275 2,438 2,64

    100 4,058 4,870 5,333 6,029 6,493 6,957 7,536

    90 3,652 4,383 4,800 5,426 5,843 6,261 6,783

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    PIPE DESIGN PRESSURE

    E FACTOR = 1.0 T FACTOR = 1.0

    WEIGHTSMYS

    35,000 42,000 46,000 52,000 56,000 60,000 65,00INCH INCH LBS./FT. % PSIG PSIG PSIG PSIG PSIG PSIG PSIG

    OUTSIDEDIAMETER

    WALLTHICKNESS

    DESIGNFACTOR

    8.625 0.500 XS 43.388 72 2,922 3,506 3,840 4,341 4,675 5,009 5,426

    60 2,435 2,922 3,200 3,617 3,896 4,174 4,522

    50 2,029 2,435 2,667 3,014 3,246 3,478 3,768

    40 1,623 1,948 2,133 2,412 2,597 2,783 3,014

    8.625 0.562 48.396

    100 4,561 5,473 5,995 6,777 7,298 7,819 8,47

    90 4,105 4,926 5,395 6,099 6,568 7,037 7,624

    72 3,284 3,941 4,316 4,879 5,254 5,630 6,099

    60 2,737 3,284 3,597 4,066 4,379 4,691 5,082

    50 2,281 2,737 2,997 3,388 3,649 3,910 4,235

    40 1,824 2,189 2,398 2,711 2,919 3,128 3,388

    8.625 0.594 50.949

    100 4,821 5,785 6,336 7,162 7,713 8,264 8,953

    90 4,339 5,207 5,702 6,446 6,942 7,438 8,058

    72 3,471 4,165 4,562 5,157 5,554 5,950 6,446

    60 2,893 3,471 3,802 4,297 4,628 4,959 5,372

    50 2,410 2,893 3,168 3,581 3,857 4,132 4,477

    40 1,928 2,314 2,534 2,865 3,085 3,306 3,58

    8.625 0.625 53.401

    100 5,072 6,087 6,667 7,536 8,116 8,696 9,420

    90 4,565 5,478 6,000 6,783 7,304 7,826 8,478

    72 3,652 4,383 4,800 5,426 5,843 6,261 6,783

    60 3,043 3,652 4,000 4,522 4,870 5,217 5,652

    50 2,536 3,043 3,333 3,768 4,058 4,348 4,710

    40 2,029 2,435 2,667 3,014 3,246 3,478 3,768

    8.625 0.719 60.711

    100 5,835 7,002 7,669 8,670 9,337 10,003 10,83

    90 5,252 6,302 6,902 7,803 8,403 9,003 9,753

    72 4,201 5,042 5,522 6,242 6,722 7,203 7,803

    60 3,501 4,201 4,602 5,202 5,602 6,002 6,502

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    PIPE DESIGN PRESSURE

    E FACTOR = 1.0 T FACTOR = 1.0

    WEIGHTSMYS

    35,000 42,000 46,000 52,000 56,000 60,000 65,00INCH INCH LBS./FT. % PSIG PSIG PSIG PSIG PSIG PSIG PSIG

    OUTSIDEDIAMETER

    WALLTHICKNESS

    DESIGNFACTOR

    50 2,918 3,501 3,835 4,335 4,668 5,002 5,41

    40 2,334 2,801 3,068 3,468 3,735 4,001 4,33

    8.625 0.750 63.080

    100 6,087 7,304 8,000 9,043 9,739 10,435 11,30

    90 5,478 6,574 7,200 8,139 8,765 9,391 10,17

    72 4,383 5,259 5,760 6,511 7,012 7,513 8,13

    60 3,652 4,383 4,800 5,426 5,843 6,261 6,78

    50 3,043 3,652 4,000 4,522 4,870 5,217 5,652

    40 2,435 2,922 3,200 3,617 3,896 4,174 4,522

    8.625 0.812 67.757

    100 6,590 7,908 8,661 9,791 10,544 11,297 12,23

    90 5,931 7,117 7,795 8,812 9,490 10,168 11,01

    72 4,745 5,694 6,236 7,050 7,592 8,134 8,812

    60 3,954 4,745 5,197 5,875 6,327 6,778 7,34

    50 3,295 3,954 4,331 4,896 5,272 5,649 6,11

    40 2,636 3,163 3,465 3,916 4,218 4,519 4,89

    8.625 0.875 XXS 72.425

    100 7,101 8,522 9,333 10,551 11,362 12,174 13,18

    90 6,391 7,670 8,400 9,496 10,226 10,957 11,87

    72 5,113 6,136 6,720 7,597 8,181 8,765 9,49

    60 4,261 5,113 5,600 6,330 6,817 7,304 7,91

    50 3,551 4,261 4,667 5,275 5,681 6,087 6,594

    40 2,841 3,409 3,733 4,220 4,545 4,870 5,27

    8.625 0.906 74.691

    100 7,353 8,824 9,664 10,925 11,765 12,605 13,65

    90 6,618 7,941 8,698 9,832 10,588 11,345 12,29

    72 5,294 6,353 6,958 7,866 8,471 9,076 9,83

    60 4,412 5,294 5,798 6,555 7,059 7,563 8,19

    50 3,677 4,412 4,832 5,462 5,882 6,303 6,82

    40 2,941 3,529 3,866 4,370 4,706 5,042 5,46

    100 8,116 9,739 10,667 12,058 12,986 13,913 15,07

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    PIPE DESIGN PRESSURE

    E FACTOR = 1.0 T FACTOR = 1.0

    WEIGHTSMYS

    35,000 42,000 46,000 52,000 56,000 60,000 65,000

    INCH INCH LBS./FT. % PSIG PSIG PSIG PSIG PSIG PSIG PSIG

    OUTSIDEDIAMETER

    WALLTHICKNESS

    DESIGNFACTOR

    8.625 1.000 81.437

    90 7,304 8,765 9,600 10,852 11,687 12,522 13,565

    72 5,843 7,012 7,680 8,682 9,350 10,017 10,852

    60 4,870 5,843 6,400 7,235 7,791 8,348 9,043

    50 4,058 4,870 5,333 6,029 6,493 6,957 7,536

    40 3,246 3,896 4,267 4,823 5,194 5,565 6,029

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    PIPE DESIGN PRESSURE

    E FACTOR = 1.0 T FACTOR = 1.0

    WEIGHTSMYS

    35,000 42,000 46,000 52,000 56,000 60,000 65,00INCH INCH LBS./FT. % PSIG PSIG PSIG PSIG PSIG PSIG PSIG

    OUTSIDEDIAMETER

    WALLTHICKNESS

    DESIGNFACTOR

    10.750 0.16 17.651

    100 1,016 1,219 1,335 1,509 1,625 1,741 1,887

    90 914 1,097 1,202 1,358 1,463 1,567 1,698

    72 731 878 961 1,087 1,170 1,254 1,358

    60 609 731 801 906 975 1,045 1,132

    50 508 609 668 755 813 871 943

    40 406 488 534 604 650 697 755

    10.750 0.19 21.207

    100 1,224 1,469 1,609 1,819 1,959 2,099 2,273

    90 1,102 1,322 1,448 1,637 1,763 1,889 2,046

    72 881 1,058 1,158 1,310 1,410 1,511 1,637

    60 735 881 965 1,091 1,175 1,259 1,364

    50 612 735 804 909 979 1,049 1,137

    40 490 588 644 728 783 839 909

    10.750 0.2 22.867

    100 1,322 1,586 1,737 1,964 2,115 2,266 2,455

    90 1,190 1,428 1,564 1,768 1,903 2,039 2,209

    72 952 1,142 1,251 1,414 1,523 1,632 1,768

    60 793 952 1,042 1,178 1,269 1,360 1,473

    50 661 793 869 982 1,057 1,133 1,227

    40 529 634 695 786 846 906 982

    10.750 0.22 24.632

    100 1,426 1,711 1,874 2,119 2,282 2,445 2,648

    90 1,283 1,540 1,687 1,907 2,054 2,200 2,384

    72 1,027 1,232 1,349 1,525 1,643 1,760 1,907

    60 856 1,027 1,125 1,271 1,369 1,467 1,589

    50 713 856 937 1,059 1,141 1,222 1,324

    40 570 685 750 847 913 978 1,059

    100 1,628 1,953 2,140 2,419 2,605 2,791 3,023

    90 1,465 1,758 1,926 2,177 2,344 2,512 2,721

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    PIPE DESIGN PRESSURE

    E FACTOR = 1.0 T FACTOR = 1.0

    WEIGHTSMYS

    35,000 42,000 46,000 52,000 56,000 60,000 65,00INCH INCH LBS./FT. % PSIG PSIG PSIG PSIG PSIG PSIG PSIG

    OUTSIDEDIAMETER

    WALLTHICKNESS

    DESIGNFACTOR

    10.750 0.250 28.036 72 1,172 1,407 1,540 1,741 1,875 2,009 2,177

    60 977 1,172 1,284 1,451 1,563 1,674 1,814

    50 814 977 1,070 1,209 1,302 1,395 1,512

    40 651 781 856 967 1,042 1,116 1,209

    10.750 0.279 31.201

    100 1,817 2,180 2,388 2,699 2,907 3,114 3,374

    90 1,635 1,962 2,149 2,429 2,616 2,803 3,037

    72 1,308 1,570 1,719 1,943 2,093 2,242 2,429

    60 1,090 1,308 1,433 1,619 1,744 1,869 2,024

    50 908 1,090 1,194 1,350 1,453 1,557 1,687

    40 727 872 955 1,080 1,163 1,246 1,350

    10.750 0.31 34.241

    100 1,999 2,399 2,627 2,970 3,199 3,427 3,713

    90 1,799 2,159 2,365 2,673 2,879 3,084 3,34

    72 1,439 1,727 1,892 2,138 2,303 2,467 2,673

    60 1,199 1,439 1,576 1,782 1,919 2,056 2,228

    50 1,000 1,199 1,314 1,485 1,599 1,713 1,856

    40 800 960 1,051 1,188 1,279 1,371 1,485

    10.750 0.34 38.232

    100 2,240 2,688 2,944 3,328 3,584 3,840 4,160

    90 2,016 2,419 2,650 2,995 3,226 3,456 3,744

    72 1,613 1,935 2,120 2,396 2,580 2,765 2,995

    60 1,344 1,613 1,766 1,997 2,150 2,304 2,496

    50 1,120 1,344 1,472 1,664 1,792 1,920 2,080

    40 896 1,075 1,178 1,331 1,434 1,536 1,664

    10.750 0.365 STD 40.484

    100 2,377 2,852 3,124 3,531 3,803 4,074 4,414

    90 2,139 2,567 2,811 3,178 3,423 3,667 3,973

    72 1,711 2,054 2,249 2,542 2,738 2,934 3,178

    60 1,426 1,711 1,874 2,119 2,282 2,445 2,648

    50 1,188 1,426 1,562 1,766 1,901 2,037 2,207

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    PIPE DESIGN PRESSURE

    E FACTOR = 1.0 T FACTOR = 1.0

    WEIGHTSMYS

    35,000 42,000 46,000 52,000 56,000 60,000 65,00INCH INCH LBS./FT. % PSIG PSIG PSIG PSIG PSIG PSIG PSIG

    OUTSIDEDIAMETER

    WALLTHICKNESS

    DESIGNFACTOR

    40 951 1,141 1,249 1,412 1,521 1,630 1,766

    10.750 0.438 48.239

    100 2,852 3,423 3,748 4,237 4,563 4,889 5,297

    90 2,567 3,080 3,374 3,814 4,107 4,400 4,767

    72 2,054 2,464 2,699 3,051 3,286 3,520 3,814

    60 1,711 2,054 2,249 2,542 2,738 2,934 3,178

    50 1,426 1,711 1,874 2,119 2,282 2,445 2,648

    40 1,141 1,369 1,499 1,695 1,825 1,956 2,119

    10.750 0.500 XS 54.736

    100 3,256 3,907 4,279 4,837 5,209 5,581 6,047

    90 2,930 3,516 3,851 4,353 4,688 5,023 5,442

    72 2,344 2,813 3,081 3,483 3,751 4,019 4,353

    60 1,953 2,344 2,567 2,902 3,126 3,349 3,628

    50 1,628 1,953 2,140 2,419 2,605 2,791 3,023

    40 1,302 1,563 1,712 1,935 2,084 2,233 2,419

    10.750 0.56 61.151

    100 3,660 4,391 4,810 5,437 5,855 6,273 6,796

    90 3,294 3,952 4,329 4,893 5,270 5,646 6,117

    72 2,635 3,162 3,463 3,915 4,216 4,517 4,893

    60 2,196 2,635 2,886 3,262 3,513 3,764 4,078

    50 1,830 2,196 2,405 2,719 2,928 3,137 3,398

    40 1,464 1,757 1,924 2,175 2,342 2,509 2,719

    10.750 0.594 64.430

    100 3,868 4,641 5,084 5,747 6,189 6,631 7,183

    90 3,481 4,177 4,575 5,172 5,570 5,968 6,46

    72 2,785 3,342 3,660 4,138 4,456 4,774 5,172

    60 2,321 2,785 3,050 3,448 3,713 3,978 4,31

    50 1,934 2,321 2,542 2,873 3,094 3,315 3,592

    40 1,547 1,857 2,033 2,299 2,475 2,652 2,873

    100 4,070 4,884 5,349 6,047 6,512 6,977 7,558

    90 3,663 4,395 4,814 5,442 5,860 6,279 6,802

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    PIPE DESIGN PRESSURE

    E FACTOR = 1.0 T FACTOR = 1.0

    WEIGHTSMYS

    35,000 42,000 46,000 52,000 56,000 60,000 65,00INCH INCH LBS./FT. % PSIG PSIG PSIG PSIG PSIG PSIG PSIG

    OUTSIDEDIAMETER

    WALLTHICKNESS

    DESIGNFACTOR

    10.750 0.625 67.586 72 2,930 3,516 3,851 4,353 4,688 5,023 5,442

    60 2,442 2,930 3,209 3,628 3,907 4,186 4,535

    50 2,035 2,442 2,674 3,023 3,256 3,488 3,779

    40 1,628 1,953 2,140 2,419 2,605 2,791 3,023

    10.750 0.719 77.029

    100 4,682 5,618 6,153 6,956 7,491 8,026 8,695

    90 4,214 5,056 5,538 6,260 6,742 7,223 7,825

    72 3,371 4,045 4,430 5,008 5,394 5,779 6,260

    60 2,809 3,371 3,692 4,174 4,495 4,816 5,217

    50 2,341 2,809 3,077 3,478 3,745 4,013 4,347

    40 1,873 2,247 2,461 2,782 2,996 3,210 3,478

    10.750 0.812 86.186

    100 5,287 6,345 6,949 7,856 8,460 9,064 9,820

    90 4,759 5,710 6,254 7,070 7,614 8,158 8,838

    72 3,807 4,568 5,003 5,656 6,091 6,526 7,070

    60 3,172 3,807 4,170 4,713 5,076 5,439 5,892

    50 2,644 3,172 3,475 3,928 4,230 4,532 4,910

    40 2,115 2,538 2,780 3,142 3,384 3,626 3,928

    10.750 0.844 89.294

    100 5,496 6,595 7,223 8,165 8,793 9,421 10,20

    90 4,946 5,935 6,501 7,349 7,914 8,479 9,186

    72 3,957 4,748 5,201 5,879 6,331 6,783 7,349

    60 3,297 3,957 4,334 4,899 5,276 5,653 6,124

    50 2,748 3,297 3,612 4,083 4,397 4,711 5,103

    40 2,198 2,638 2,889 3,266 3,517 3,769 4,083

    10.750 0.875 92.284

    100 5,698 6,837 7,488 8,465 9,116 9,767 10,58

    90 5,128 6,153 6,740 7,619 8,205 8,791 9,523

    72 4,102 4,923 5,392 6,095 6,564 7,033 7,619

    60 3,419 4,102 4,493 5,079 5,470 5,860 6,349

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    PIPE DESIGN PRESSURE

    E FACTOR = 1.0 T FACTOR = 1.0

    WEIGHTSMYS

    35,000 42,000 46,000 52,000 56,000 60,000 65,00INCH INCH LBS./FT. % PSIG PSIG PSIG PSIG PSIG PSIG PSIG

    OUTSIDEDIAMETER

    WALLTHICKNESS

    DESIGNFACTOR

    50 2,849 3,419 3,744 4,233 4,558 4,884 5,29

    40 2,279 2,735 2,995 3,386 3,647 3,907 4,233

    10.750 0.938 98.297

    100 6,108 7,329 8,028 9,075 9,773 10,471 11,34

    90 5,497 6,597 7,225 8,167 8,795 9,424 10,20

    72 4,398 5,277 5,780 6,534 7,036 7,539 8,167

    60 3,665 4,398 4,817 5,445 5,864 6,282 6,806

    50 3,054 3,665 4,014 4,537 4,886 5,235 5,672

    40 2,443 2,932 3,211 3,630 3,909 4,188 4,537

    10.750 1.000 XXS 104.132

    100 6,512 7,814 8,558 9,674 10,419 11,163 12,09

    90 5,860 7,033 7,702 8,707 9,377 10,047 10,88

    72 4,688 5,626 6,162 6,966 7,501 8,037 8,707

    60 3,907 4,688 5,135 5,805 6,251 6,698 7,256

    50 3,256 3,907 4,279 4,837 5,209 5,581 6,047

    40 2,605 3,126 3,423 3,870 4,167 4,465 4,837

    10.750 1.125 XXS 115.647

    100 7,326 8,791 9,628 10,884 11,721 12,558 13,60

    90 6,593 7,912 8,665 9,795 10,549 11,302 12,24

    72 5,274 6,329 6,932 7,836 8,439 9,042 9,79

    60 4,395 5,274 5,777 6,530 7,033 7,535 8,163

    50 3,663 4,395 4,814 5,442 5,860 6,279 6,802

    40 2,930 3,516 3,851 4,353 4,688 5,023 5,442

    10.750 1.250 126.827

    100 8,140 9,767 10,698 12,093 13,023 13,953 15,11

    90 7,326 8,791 9,628 10,884 11,721 12,558 13,60

    72 5,860 7,033 7,702 8,707 9,377 10,047 10,88

    60 4,884 5,860 6,419 7,256 7,814 8,372 9,070

    50 4,070 4,884 5,349 6,047 6,512 6,977 7,558

    40 3,256 3,907 4,279 4,837 5,209 5,581 6,047

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    PIPE DESIGN PRESSURE

    E FACTOR = 1.0 T FACTOR = 1.0

    WEIGHTSMYS

    35,000 42,000 46,000 52,000 56,000 60,000 65,00INCH INCH LBS./FT. % PSIG PSIG PSIG PSIG PSIG PSIG PSIG

    OUTSIDEDIAMETER

    WALLTHICKNESS

    DESIGNFACTOR

    12.750 0.17 23.106

    100 944 1,133 1,241 1,403 1,511 1,619 1,754

    90 850 1,020 1,117 1,263 1,360 1,457 1,578

    72 680 816 894 1,010 1,088 1,166 1,263

    60 567 680 745 842 907 971 1,052

    50 472 567 621 701 755 809 877

    40 378 453 496 561 604 648 701

    12.750 0.19 25.223

    100 1,032 1,239 1,357 1,533 1,651 1,769 1,917

    90 929 1,115 1,221 1,380 1,486 1,592 1,725

    72 743 892 977 1,104 1,189 1,274 1,380

    60 619 743 814 920 991 1,062 1,150

    50 516 619 678 767 826 885 958

    40 413 495 543 613 661 708 767

    12.750 0.2 27.203

    100 1,115 1,337 1,465 1,656 1,783 1,911 2,070

    90 1,003 1,204 1,318 1,490 1,605 1,720 1,863

    72 802 963 1,055 1,192 1,284 1,376 1,490

    60 669 802 879 994 1,070 1,146 1,242

    50 557 669 732 828 892 955 1,035

    40 446 535 586 662 713 764 828

    12.750 0.22 29.310

    100 1,202 1,443 1,580 1,786 1,924 2,061 2,233

    90 1,082 1,299 1,422 1,608 1,731 1,855 2,010

    72 866 1,039 1,138 1,286 1,385 1,484 1,608

    60 721 866 948 1,072 1,154 1,237 1,340

    50 601 721 790 893 962 1,031 1,116

    40 481 577 632 715 770 824 893

    100 1,373 1,647 1,804 2,039 2,196 2,353 2,549

    90 1,235 1,482 1,624 1,835 1,976 2,118 2,294

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    PIPE DESIGN PRESSURE

    E FACTOR = 1.0 T FACTOR = 1.0

    WEIGHTSMYS

    35,000 42,000 46,000 52,000 56,000 60,000 65,00INCH INCH LBS./FT. % PSIG PSIG PSIG PSIG PSIG PSIG PSIG

    OUTSIDEDIAMETER

    WALLTHICKNESS

    DESIGNFACTOR

    12.750 0.250 33.376 72 988 1,186 1,299 1,468 1,581 1,694 1,835

    60 824 988 1,082 1,224 1,318 1,412 1,529

    50 686 824 902 1,020 1,098 1,176 1,275

    40 549 659 722 816 878 941 1,020

    12.750 0.281 37.421

    100 1,543 1,851 2,028 2,292 2,468 2,645 2,865

    90 1,388 1,666 1,825 2,063 2,222 2,380 2,579

    72 1,111 1,333 1,460 1,650 1,777 1,904 2,063

    60 926 1,111 1,217 1,375 1,481 1,587 1,719

    50 771 926 1,014 1,146 1,234 1,322 1,433

    40 617 741 811 917 987 1,058 1,146

    12.750 0.31 41.446

    100 1,713 2,056 2,251 2,545 2,741 2,936 3,181

    90 1,542 1,850 2,026 2,290 2,467 2,643 2,863

    72 1,233 1,480 1,621 1,832 1,973 2,114 2,290

    60 1,028 1,233 1,351 1,527 1,644 1,762 1,909

    50 856 1,028 1,126 1,272 1,370 1,468 1,591

    40 685 822 901 1,018 1,096 1,175 1,272

    12.750 0.330 43.774

    100 1,812 2,174 2,381 2,692 2,899 3,106 3,365

    90 1,631 1,957 2,143 2,423 2,609 2,795 3,028

    72 1,304 1,565 1,714 1,938 2,087 2,236 2,423

    60 1,087 1,304 1,429 1,615 1,739 1,864 2,019

    50 906 1,087 1,191 1,346 1,449 1,553 1,682

    40 725 870 952 1,077 1,160 1,242 1,346

    12.750 0.344 45.580

    100 1,889 2,266 2,482 2,806 3,022 3,238 3,507

    90 1,700 2,040 2,234 2,525 2,720 2,914 3,157

    72 1,360 1,632 1,787 2,020 2,176 2,331 2,525

    60 1,133 1,360 1,489 1,684 1,813 1,943 2,104

    50 944 1,133 1,241 1,403 1,511 1,619 1,754

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    PIPE DESIGN PRESSURE

    E FACTOR = 1.0 T FACTOR = 1.0

    WEIGHTSMYS

    35,000 42,000 46,000 52,000 56,000 60,000 65,00INCH INCH LBS./FT. % PSIG PSIG PSIG PSIG PSIG PSIG PSIG

    OUTSIDEDIAMETER

    WALLTHICKNESS

    DESIGNFACTOR

    40 755 907 993 1,122 1,209 1,295 1,403

    12.750 0.375 STD 49.563

    100 2,059 2,471 2,706 3,059 3,294 3,529 3,824

    90 1,853 2,224 2,435 2,753 2,965 3,176 3,44

    72 1,482 1,779 1,948 2,202 2,372 2,541 2,753

    60 1,235 1,482 1,624 1,835 1,976 2,118 2,294

    50 1,029 1,235 1,353 1,529 1,647 1,765 1,912

    40 824 988 1,082 1,224 1,318 1,412 1,529

    12.750 0.406 53.526

    100 2,229 2,675 2,930 3,312 3,566 3,821 4,140

    90 2,006 2,407 2,637 2,981 3,210 3,439 3,726

    72 1,605 1,926 2,109 2,384 2,568 2,751 2,98

    60 1,337 1,605 1,758 1,987 2,140 2,293 2,484

    50 1,115 1,337 1,465 1,656 1,783 1,911 2,070

    40 892 1,070 1,172 1,325 1,427 1,528 1,656

    12.750 0.44 57.595

    100 2,405 2,886 3,160 3,573 3,848 4,122 4,466

    90 2,164 2,597 2,844 3,215 3,463 3,710 4,019

    72 1,731 2,078 2,276 2,572 2,770 2,968 3,21