SECTION PROPERTY OF BLACK STEEL PIPE(HEAVY STRUCTURE VERSION : THERE ARE SOME THICKNESS > 12 MM)

NOTES :MAX. SLENDERNESS TO PPBBI , SECTION 4 , TABLES 2 UP TO 5 = 200 . FILE : C:\TABEL\BLACK-6.WK3MAX. SLENDERNESS TO BS 5950 PART 1 : 1990 , SECTION 4.7.3.2 = 180 DATE : JUNE-23,1997 : by HO

NO. PIPE DIA. OUT. THICK. AREA UNIT MOMENT SECTION RADIUS PERIMETERTYPE DIA. WEIGHT OF MODULUS OF

INERTIA GYRATIONI Z i

Inch mm mm cm2 kg/m' cm4 cm3 cm cm

1 C1 1 34 2 2.01 1.58 2.58 1.520 1.134 10.682 C2 1 34 2.3 2.29 1.80 2.89 1.701 1.124 10.683 C3 1 34 2.5 2.47 1.94 3.09 1.816 1.117 10.684 C4 1 34 2.7 2.65 2.08 3.28 1.927 1.111 10.685 C5 1 34 3 2.92 2.29 3.54 2.084 1.101 10.686 C6 1 34 3.2 3.10 2.43 3.71 2.183 1.095 10.68

7 D1 1.25 42.7 2 2.56 2.01 5.31 2.486 1.441 13.418 D2 1.25 42.7 2.3 2.92 2.29 5.97 2.799 1.431 13.419 D3 1.25 42.7 2.5 3.16 2.48 6.40 2.999 1.424 13.4110 D4 1.25 42.7 2.7 3.39 2.66 6.82 3.193 1.417 13.4111 D5 1.25 42.7 3 3.74 2.94 7.41 3.472 1.408 13.4112 D6 1.25 42.7 3.2 3.97 3.12 7.80 3.651 1.401 13.41

13 E1 1.5 48.6 2 2.93 2.30 7.96 3.277 1.649 15.2714 E2 1.5 48.6 2.3 3.35 2.63 8.99 3.698 1.639 15.2715 E3 1.5 48.6 2.5 3.62 2.84 9.65 3.970 1.632 15.2716 E4 1.5 48.6 2.7 3.89 3.06 10.29 4.234 1.626 15.2717 E5 1.5 48.6 3 4.30 3.37 11.22 4.617 1.616 15.2718 E6 1.5 48.6 3.2 4.56 3.58 11.82 4.863 1.609 15.27

19 F1 2 60.5 2 3.68 2.89 15.74 5.204 2.069 19.0120 F2 2 60.5 2.3 4.21 3.30 17.83 5.895 2.059 19.0121 F3 2 60.5 2.5 4.56 3.58 19.19 6.344 2.053 19.0122 F4 2 60.5 2.7 4.90 3.85 20.52 6.783 2.046 19.0123 F5 2 60.5 3 5.42 4.25 22.46 7.424 2.036 19.0124 F6 2 60.5 3.2 5.76 4.52 23.72 7.840 2.029 19.01

25 G1 2.5 76.3 2 4.67 3.66 32.24 8.450 2.628 23.9726 G2 2.5 76.3 2.3 5.35 4.20 36.64 9.603 2.618 23.9727 G3 2.5 76.3 2.5 5.80 4.55 39.51 10.356 2.611 23.9728 G4 2.5 76.3 2.7 6.24 4.90 42.33 11.095 2.604 23.9729 G5 2.5 76.3 3 6.91 5.42 46.48 12.182 2.594 23.9730 G6 2.5 76.3 3.2 7.35 5.77 49.18 12.891 2.587 23.97

31 H1 3 89.1 2.5 6.80 5.34 63.81 14.324 3.063 27.9932 H2 3 89.1 2.7 7.33 5.75 68.45 15.365 3.056 27.9933 H3 3 89.1 3 8.11 6.37 75.29 16.899 3.046 27.9934 H4 3 89.1 3.2 8.64 6.78 79.76 17.904 3.039 27.9935 H5 3 89.1 3.5 9.41 7.39 86.35 19.383 3.029 27.9936 H6 3 89.1 3.8 10.18 7.99 92.80 20.831 3.019 27.9937 H7 3 89.1 4.1 10.95 8.59 99.11 22.247 3.009 27.99

38 I1 4 114.3 3.5 12.18 9.56 187.15 32.746 3.919 35.9139 I2 4 114.3 4.1 14.19 11.14 215.77 37.755 3.899 35.9140 I3 4 114.3 4.5 15.52 12.18 234.32 41.001 3.885 35.91

41 J1 5 139.8 3.5 14.99 11.76 348.26 49.822 4.821 43.9242 J2 5 139.8 4.1 17.48 13.72 402.70 57.611 4.800 43.9243 J3 5 139.8 4.5 19.13 15.01 438.17 62.686 4.786 43.9244 J4 5 139.8 6.5 27.22 21.37 606.03 86.700 4.718 43.92

FILE:C:\TABEL\BLACK6.WK3DATE:JUNE23,1997:byHO

TABEL PIPA TRIDOME 1 / 2

UserTypewritten TextA. TABEL PIPA

NO. PIPE DIA. OUT. THICK. AREA UNIT MOMENT SECTION RADIUS PERIMETERTYPE DIA. WEIGHT OF MODULUS OF

INERTIA GYRATIONI Z i

Inch mm mm cm2 kg/m' cm4 cm3 cm cm

45 K1 6 165.2 4.1 20.75 16.29 673.61 81.551 5.698 51.9046 K2 6 165.2 4.5 22.72 17.83 733.94 88.855 5.684 51.9047 K3 6 165.2 7.1 35.26 27.68 1,104.05 133.662 5.595 51.90

48 M1 8 216.3 6 39.64 31.12 2,193.22 202.794 7.438 67.9549 M2 8 216.3 8 52.35 41.09 2,843.53 262.925 7.370 67.95

50 N1 10 267.4 6 49.27 38.68 4,210.72 314.938 9.244 84.0151 N2 10 267.4 9 73.06 57.35 6,105.29 456.641 9.141 84.01

52 O1 12.75 323.85 6 59.91 47.03 7,568.90 467.432 11.240 101.7453 O2 12.75 323.85 9 89.02 69.88 11,039.98 681.796 11.136 101.7454 O3 12.75 323.85 12.5 122.27 95.97 14,839.39 916.436 11.017 101.7455 O4 12.75 323.85 16 154.74 121.47 18,380.99 1135.155 10.899 101.7456 O5 12.75 323.85 20 190.91 149.86 22,128.15 1366.568 10.766 101.7457 O6 12.75 323.85 25 234.72 184.24 26,386.89 1629.575 10.603 101.74

58 P1 14 355.6 6 65.90 51.73 10,070.55 566.398 12.362 111.7259 P2 14 355.6 9 98.00 76.92 14,725.86 828.226 12.258 111.7260 P3 14 355.6 12.5 134.74 105.76 19,852.18 1116.545 12.138 111.7261 P4 14 355.6 16 170.70 133.99 24,663.00 1387.120 12.020 111.7262 P5 14 355.6 20 210.86 165.52 29,791.71 1675.574 11.886 111.7263 P6 14 355.6 25 259.65 203.81 35,676.71 2006.564 11.722 111.72

64 Q1 16 406.4 6 75.47 59.24 15,128.33 744.504 14.158 127.6765 Q2 16 406.4 9 112.36 88.20 22,192.62 1092.157 14.054 127.6766 Q3 16 406.4 12.5 154.68 121.42 30,030.67 1477.887 13.933 127.6767 Q4 16 406.4 16 196.24 154.04 37,448.82 1842.954 13.814 127.6768 Q5 16 406.4 20 242.78 190.57 45,432.14 2235.834 13.680 127.6769 Q6 16 406.4 25 299.55 235.13 54,702.09 2692.032 13.513 127.6770 Q7 16 406.4 32 376.39 295.45 66,432.17 3269.300 13.285 127.67

71 R1 18 457.2 6 85.05 66.76 21,646.87 946.932 15.954 143.6372 R2 18 457.2 9 126.73 99.47 31,834.13 1392.569 15.849 143.6373 R3 18 457.2 12.5 174.63 137.08 43,203.04 1889.897 15.729 143.6374 R4 18 457.2 16 221.77 174.08 54,032.76 2363.638 15.609 143.6375 R5 18 457.2 20 274.70 215.63 65,771.57 2877.147 15.474 143.6376 R6 18 457.2 25 339.45 266.45 79,525.22 3478.793 15.306 143.6377 R7 18 457.2 32 427.46 335.53 97,149.93 4249.778 15.076 143.6378 R8 18 457.2 40 524.27 411.53 115,113.64 5035.592 14.818 143.63

79 S1 20 508 6 94.62 74.28 29,811.53 1173.682 17.750 159.5980 S2 20 508 9 141.09 110.75 43,928.39 1729.464 17.645 159.5981 S3 20 508 12.5 194.58 152.74 59,755.40 2352.575 17.524 159.5982 S4 20 508 16 247.31 194.12 74,909.04 2949.175 17.404 159.5983 S5 20 508 20 306.62 240.68 91,427.79 3599.519 17.268 159.5984 S6 20 508 25 379.35 297.77 110,918.31 4366.863 17.099 159.5985 S7 20 508 32 478.53 375.62 136,141.04 5359.884 16.867 159.5986 S8 20 508 40 588.11 461.64 162,187.91 6385.351 16.607 159.5987 S9 20 508 50 719.42 564.71 190,884.96 7515.156 16.289 159.59

TABEL PIPA TRIDOME 2 / 2