Weight chart for Metals

7/22/2019 Weight chart for Metals

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S/4, Siddhivinayak Industrial Estate,

New Cotton Mill Compound Area, Amraiwadi,

Ahmedabad.-380 026(o) 22774070, 22773920 Fax :-22770118

(M)98253 93843, 98253 98367

E mail:- [email protected]


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FOR FLAT & PATTA Ft. M. Ft. M.

SIZE 127 1 .3048 18 5.486

Example 2 .6096 19 5.791

(75 x 20) 127 = 11.81 per meter 3 .9144 20 6.096

4 1.219 21 6.401 4

ROUND (O) 5 1.524 22 6.706 3.5433

SIZE X SIZE 162 6 1.82 23 7.010Example 7 2.134 24 7.315

(50 X 50) 162 = 15.43 Per meter 8 2.438 25 7.62

9 2.743 26 7.925

ANGLE (L) 10 3.048 27 8.23

Size - 6 + size x 6 127 11 3.353 28 8.534

Example 12 3.658 29 8.839

(50 - 6) + 50 x 6 127 = 4.45 Per meter 13 3.962 30 9.144

14 4.267 31 9.449

SQUARE 15 4.572 32 9.754

Size X Size 127 16 4.877 33 10.06

Example 17 5.182 34 10.36

50 X 50 127 = 19.68 Per meter 35 10.67

PLATE

Size x 6 mm x 7.85

Example M Ft. M. Ft.

16 x 4 x 6 x 7.85 = 301 Total weight 1 3.281 18 59.05

2 6.562 19 62.34

INCH MM INCH MM 3 9.482 20 65.62

1/16" 1.587 13/32" 10.318 4 13.12 21 68.90

3/ 32 2.381 7/16 11.112 5 16.40 22 72.18

1/ 8 3.175 1/2 12.7 6 19.68 23 75.46

5/ 32 3.968 9/16 14.287 7 22.97 24 78.74

3/ 16 4.762 5/8 1.875 8 26.25 25 82.02

7/ 32 5.556 11/16 17.462 9 29.53 26 85.30

1/ 4 6.350 3/4 19.050 10 32.81 27 88.58

9/ 32 7.143 13/16 20.637 11 36.10 28 91.86

5/ 16 7.937 7/8 22.225 12 39.37 29 95.14

11/ 32 8.731 15/16 23.812 13 42.65 30 98.42

3/ 8 9.525 1" 25.4 14 45.93 31 101.7

S/4, Siddhivinayak Industrial Estate, 15 49.21 32 105.0

New Cotton Mill Compound Area, Amraiwadi, 16 52.49 33 108.3

Ahmedabad.-380 026 17 55.77 34 111.5

(o) 22774070, 22773920 Fax :-22770118 35 114.8

(M)98253 93843, 98253 98367


Meter to Feet.

(1)

SIMPLE CALCULATION FOR M.S.STEEL CONVERSION TABLEFeet to meter

CONVERSION TABLE


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SIZE SIZE

mm x mm x mm mm x mm x mm20 x 3 0.47 0.144 75 X 6 3.53 1.08

20 x 5 0.79 0.239 75 X 8 4.71 1.44

20 x 6 0.94 0.287 75 X 10 5.89 1.79

25 x 3 0.59 0.180 75 X 12 7.07 2.15

25 x 6 1.18 0.359 75 X 16 9.42 2.87

25 x 10 2.00 0.598 75 X 20 11.78 3.59

25 x 12 2.4 0.732 75 X 25 14.72 4.4930 x 6 1.41 0.431 75 X 32 18.84 5.74

30 x 10 2.36 0.718 100 X 6 4.71 1.44

30 x 12 2.83 0.863 100 X 10 7.85 2.39

30 x 16 3.77 1.149 100 X 12 9.42 2.87

35 x 6 1.65 0.503 100 X 16 12.56 3.83

35 x 10 2.75 0.838 100 X 20 15.70 4.79

35 x 12 3.3 1.005 100 X 25 19.63 5.98

35 x 16 4.4 1.340 100 X 32 25.12 7.66

40 x 3 0.94 0.287 125 X 6 5.89 1.79

40 x 5 1.57 0.479 125 X 8 7.8 2.4

40 X 6 1.88 0.574 125 X 10 9.81 2.99

40 X 10 3.14 0.937 125 X 12 11.78 3.59

40 X 12 3.77 1.149 125 X 16 15.7 4.80

50 X 6 2.36 0.718 125 X 20 19.6 6.00

50 X 10 3.93 1.197 125 X 25 24.5 7.0550 X 12 4.71 1.436 150 X 6 7.09 2.15

50 X 16 6.28 1.915 150 X 8 9.40 2.88

50 X 20 7.85 2.393 150 X 10 11.8 3.58

50 X 25 9.81 2.992 150 X 12 14.1 4.28

65 X 6 3.06 0.93 150 X 16 18.8 5.76

65 X 8 4.08 1.24 150 X 20 23.6 7.22

65 X 10 5.10 1.56 150 X 25 29.5 9.00

65 X 12 6.12 1.87 200 X 6 25.19 2.88

65 X 16 8.16 2.49 200 X 10 15.7 4.8

65 X 20 10.21 3.11 200 X 12 18.8 5.76

65 X 25 12.76 3.89 200 X 16 25.1 7.68

65 X 32 16.33 4.98 200 X 20 31.4 9.6

S/4, Siddhivinayak Industrial Estate, 200 X 25 39.2 12.00


Ahmedabad.-380 026(o) 22774070, 22773920 Fax :-22770118

(M)98253 93843, 98253 98367


FLATS FLATS

Weight Kg / m Weight Kg / ft. Weight Kg / m Weight Kg / ft.


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Size Wt. Wt. Wt. Wt. Wt. Wt.

mm kg / m Kg / ft. kg / m Kg / ft. kg / m Kg / ft.

5 0.15 0.047 0.200 0.060 0.17 0.052

5.5 0.19 0.057 0.237 0.072 0.20 0.063

6 0.22 0.068 0.283 0.086 0.24 0.075

6.5 0.26 0.079 0.332 0.101 0.29 0.0887 0.30 0.092 0.385 0.117 0.33 0.102

8 0.39 0.120 0.502 0.153 0.46 0.132

9 0.50 0.152 0.636 0.194 0.55 0.168

10 0.62 0.188 0.785 0.239 0.68 0.207

11 0.75 0.227 0.950 0.290 0.82 0.251

12 0.89 0.271 1.130 0.345 0.98 0.300

13 1.04 0.318 1.330 0.404 1.15 0.406

16 1.58 0.481 2.010 0.613 1.74 0.531

18 2.00 0.609 2.543 0.776 2.20 0.672

20 2.46 0.752 3.140 0.958 2.72 0.829

22 2.980 0.910 3.800 1.159 3.29 1.000

25 3.860 1.175 4.906 1.496 4.25 1.300

28 4.830 1.474 6.154 1.877 5.32 1.62630 5.550 1.692 7.065 2.155 6.12 1.866

32 6.310 1.925 8.038 2.452 6.96 2.123

36 7.990 2.437 10.170 3.102 8.81 2.687

38 8.903 2.715 11.340 3.457 9.82 3.000

40 9.865 3.009 12.560 3.831 10.88 3.317

42 10.870 3.320 13.850 4.220 11.99 3.660

45 12.480 3.810 15.900 4.850 13.77 4.200

47 13.610 4.150 17.340 5.290 15.02 4.580

50 15.410 4.700 19.230 5.980 17.00 5.190

53 17.320 5.280 22.050 6.720 19.10 5.820

56 19.330 5.900 24.620 7.510 21.32 6.500

60 22.190 6.770 28.260 8.620 24.47 7.460

63 24.460 7.460 31.160 9.500 26.98 8.230

71 31.080 9.480 39.570 12.060 34.27 10.45075 34.660 10.570 44.160 13.470 38.24 11.660

80 39.460 12.030 50.240 15.320 43.51 13.270

90 49.940 15.230 63.590 19.390 55.06 16.800

100 61.650 18.800 78.500 23.940 67.98 20.730

110 74.600 22.750 94.980 28.970 82.26 25.090

125 96.330 29.380 122.660 37.410 106.22 32.400

160 157.830 48.140 200.960 61.290 174.03 53.080



Ahmedabad.-380 026

Designation kg/ m kg / ft (o) 22774070, 22773920 Fax :-22770118

T-1 1.025 0.313 (M)98253 93843, 98253 98367T-2 1.102 0.336 E mail:- [email protected]

T-3 1.163 0.355

T-5 1.652 0.504

T-6 1.884 0.574

T-7 1.950 0.595

W-4B 2.217 0.676

W-7B 1.532 0.467

W-Z7 1.911 0.583

WINDOW SECTION

M.S. ROUND M.S.SQUARE M.S. HEXAGONAL

BARS BARS BARS


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Size Size

mm x mm x mm mm x mm x mm

20 X 20 X 3 0.90 0.274 75 x 40 6.8 2.07

25 X 25 X 3 1.10 0.336 100 x 50 9.2 2.81

25 X 25 X 5 1.80 0.549 125 x 65 12.8 3.90

30 X 30 X 3 1.40 0.427 150 x 75 16.4 5.0035 X 35 X 5 2.60 0.793 175 x 75 17.6 5.37

40 X 40 X 5 3.00 0.915 200 x 75 21.5 6.56

40 X 40 X 6 3.50 1.067 225 x 80 26.0 7.93

45 X 45 X 5 3.40 1.037 250 x 80 30.4 9.27

50 X 50 X 6 4.50 1.372 300 x 90 33.1 10.09

65 X 65 X 6 5.80 1.768

65 X 65 X 8 7.70 2.348 Size

65 X 65 X 10 9.40 2.866 mm x mm x mm

75 X 75 X 6 6.80 2.073 125 X 70 13.2 4.02

75 X 75 X 8 8.90 2.713 150 x 75 15.0 4.57

75 X 75 X 10 11.00 3.354 200 X 100 25.4 7.74

90 X 90 X 6 8.20 2.500 250 X 125 37.2 11.34

90 X 90 X 8 10.80 3.293 300 X 140 45.1 13.75

90 X 90 X 10 13.40 4.085 400 X 140 62.6 19.09

100 X 100 X 6 9.20 2.805 450 X 150 73.1 22.29

100 X 100 X 8 12.10 3.689 500 X 180 87.7 26.74100 X 100 X 10 14.90 4.543 600 X 210 99.5 30.34

100 X 100 X 12 17.70 5.396

110 X 110 X 8 13.40 4.085

110 X 110 X 10 16.50 5.031

110 X 110 X 12 19.60 5.976 S/4, Siddhivinayak Industrial Estate,

110 X 110 X 15 24.20 7.378 New Cotton Mill Compound Area, Amraiwadi,

130 X 130 X 8 15.90 4.848 Ahmedabad.-380 026130 X 130 X 10 19.70 6.006 (o) 22774070, 22773920 Fax :-22770118

130 X 130 X 12 23.40 7.134 (M)98253 93843, 98253 98367

130 X 130 X 15 28.90 8.811 E mail:- [email protected]

I.S. BEAMS

Weight Kg / m Weight Kg / ft.

ANGLE CHANNELS

Weight Kg / m Weight Kg / ft. Weight Kg / m Weight Kg / ft.


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Thickness Weight Weight 2500 x 900 2500 x 1000 2500 x 1250

Gauge Kg / ft2

Kg / ft2

mm x mm mm x mm mm x mm 5 39.208ft x 3ft 8ft x 3.25ft 8ft x 4ft 6 47.10

8 4.00 31.40 2.92 - - - 8 62.80

9 3.55 27.90 2.59 - - - 10 78.50

10 3.15 24.75 2.30 55.70 61.90 77.00 12 94.20

11 2.80 22.00 2.04 - - - 14 109.9012 2.50 19.00 1.77 42.75 47.50 59.50 16 125.60

13 2.24 17.60 1.64 - - - 18 141.30

14 2.00 15.70 1.46 33.30 39.00 49.00 20 157.00

15 1.80 14.13 1.31 - - - 22 172.70

16 1.60 12.56 1.17 28.00 31.40 39.20 25 196.30

17 1.40 11.00 1.02 - - - 28 219.80

18 1.25 9.81 0.91 22.00 24.50 30.60 32 251.20

19 1.12 8.80 0.82 - - - 36 282.60

20 1.00 7.85 0.73 17.00 19.50 24.50 40 314.00

21 0.90 7.07 0.66 - - - 45 353.20

22 0.80 6.28 0.58 14.20 15.75 19.80 50 392.50

24 0.63 4.95 0.46 11.00 12.40 15.00 56 439.60

26 0.53 3.93 0.37 - - - 63 494.60

28 0.40 3.14 0.29 - - - 71 557.40

80 628.00

SIZE

mm x mm x mm

20 X 20 X 3 0.9 0.27

30 X 30 X 3 1.4 0.43 S/4, Siddhivinayak Industrial Estate, 5 45.3

30 X 30 X 4 1.8 0.55 New Cotton Mill Compound Area, Amraiwadi, 6 53.2

40 X 40 X 6 3.5 1.07 Ahmedabad.-380 026 7 61.1

50 X 50 X6 4.4 1.34 (o) 22774070, 22773920 Fax :-22770118 8 68.09

60 X 60 X 6 5.4 1.65 (M)98253 93843, 98253 98367

75 X 75 X 10 10.95 3.34 E mail:- [email protected]

80 X 80 X 8 9.96 2.93

100 X 100 X10 14.6 4.54

T-SECTION

Weight Kg / m Weight Kg / ft.

M.S. SHEETSWeight in Kgs.(Approx) Per sheet

mm

M.S.PLAT

Thickness mm Weight Kg

CHEQUERED P

Thickness mm Weight Kg /


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Sizes Weight (kg) Sizes Weight (kg) Wei

20mm x 20mm x 1.0mm 3.59 30mm x 20mm x 1.0mm 4.50 Per 2

20mm x 20mm x 1.2mm 4.25 30mm x 20mm x 1.2mm 5.37 40 X 20 7 Kg

20mm x 20mm x 1.5mm 5.23 40mm x 20mm x 1.0mm 5.70 40 X 20 9 kg

20mm x 20mm x 2.0mm 6.76 40mm x 20mm x 1.2mm 6.68 40 X 20 12 k





25mm x 25mm x 3.0mm 12.42 40mm x 25mm x 1.5mm 8.76 50 X 25 12 k30mm x 30mm x 1.0mm 5.47 40mm x 25mm x 2.0mm 11.52 60 X 40 15 k




30mm x 30mm x 3.0mm 15.24 50mm x 25mm x 1.5mm 10.20









Weight

Per 20 ft.

3/4 x 3/4 5 kgs.

25 x 25 5 kgs.

25 x 25 6 kgs.

25 x 25 7 kgs.

25 x 25 8 kgs.

30 x 30 7 kgs.

30 x 30 9 kgs.

30 x 30 12 kgs.

30 x 30 14 kgs.

38 x 38 9 kgs. S/4, Siddhivinayak Industrial Estate,

38 x 38 12 kgs. New Cotton Mill Compound Area, Amraiwadi,

38 x 38 14 kgs. Ahmedabad.-380 026

50 x 50 12 kgs. (o) 22774070, 22773920 Fax :-2277011850 x 50 15 kgs. (M)98253 93843, 98253 98367

50 x 50 17 kgs. E mail:- [email protected]

50 x 50 20 kgs.

RECTANGLE PIP

Size

SQUARE PIPES

Size

SQUARE HOLLOW SECTION RECTANGULAR HOLLOW SECTION


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C Mn S P Si CE et o oMax. eox at aon

E 250 (Fe 410 W) A 0.23 1.50 0.045 0.045 0.40 0.42 SK/KE 250 (Fe 410 W) B 0.22 1.50 0.045 0.045 0.40 0.41 K

E 250 (Fe 410 W) C 0.20 1.50 0.040 0.040 0.40 0.39 KE 300 (Fe 440) 0 0.20 1.30 0.045 0.045 0.45 0.40 SK/KE 350 (Fe 490) 0 0.20 1.50 0.045 0.045 0.45 0.42 SK/KE 410 (Fe 540) 0 0.20 1.60 0.045 0.045 0.45 0.44 SK/KE 450 (Fe 570) D 0.22 1.60 0.045 0.045 0.45 0.46 SK/KE 450 (Fe 590) E 0.22 1.80 0.045 0.045 0.45 0.48 SK/K

%

40 ngati on < 25 >25 RT

E 250 (Fe 410 W) A 410 250 240 230 23 3t 2t 0

E 250 (Fe 410 W) B 410 250 240 230 23 2t 3t 27

E 250 (Fe 410 W) C 410 250 240 230 23 2t 3t 27

E 300 (Fe 440) 0 440 300 290 280 22 2t 3t 50

E 350 (Fe 490) 0 490 350 330 320 22 2t 3t 50E 410 (Fe 540) 0 540 410 390 380 20 2t 3t 50

E 450 (Fe 570) D 570 450 430 420 20 2t 3t 45

E 450 (Fe 590) E 590 450 430 420 20 2t 3t 45


New Cotton Mill Compound Area, Amraiw

Ahmedabad.-380 026

(o) 22774070, 22773920 Fax :-22770118

(M)98253 93843, 98253 98367


STRUCTURAL STEEL CHEMICAL COMPOSITION - IS

STRUCTURAL STEEL MECHANICAL PROPERTIES - IS

Grade Designation Quality TS Min MpaYS Min Mpa Interal Bend Dist min Charpy Notch Impact


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SHS Thickness Sec Area Unit Wt Moment of Inertia Redius of Gyration Elastic Modulus Torsiona

D X B t A W lxx lyy rxx ryy Zxx Zyy J

mm mm cm2

Kg /m cm4

cm4

cm cm cm3

cm3

cm4

1.6 1.43 1.12 1.28 1.28 0.94 0.94 1.02 1.02 1.962.0 1.74 1.36 1.48 1.48 0.92 0.92 1.19 1.19 2.292.6 2.16 1.69 1.72 1.72 0.89 0.89 1.38 1.38 2.683.2 2.53 1.98 1.89 1.89 0.86 0.86 1.51 1.51 2.96

2.0 2.30 1.80 3.36 3.36 1.21 1.21 2.10 2.10 5.302.6 2.88 2.26 4.02 4.02 1.18 1.18 2.51 2.51 6.453.2 3.42 2.69 4.54 4.54 1.15 1.15 2.84 2.84 7.412.0 2.78 2.18 5.88 5.88 1.46 1.46 3.10 3.10 9.312.6 3.51 2.75 7.14 7.14 1.13 1.13 3.76 3.76 11.513.2 4.19 3.29 8.18 8.18 1.40 1.40 4.30 4.30 13.454.0 5.03 3.95 9.26 9.26 1.36 1.36 4.87 4.87 15.672.6 3.72 2.92 8.45 8.45 1.51 1.51 4.22 4.22 13.632.9 4.09 3.21 9.11 9.11 1.49 1.49 4.56 4.56 14.853.2 4.45 3.49 9.72 9.72 1.48 1.48 4.86 4.86 16.004.0 5.35 4.20 11.07 11.07 1.44 1.44 5.54 5.54 18.752.6 4.70 3.69 16.91 16.91 1.90 1.90 6.83 6.83 27.192.9 5.19 4.07 18.37 18.37 1.88 1.88 7.42 7.42 29.813.6 6.28 4.93 21.42 21.42 1.85 1.85 8.66 8.66 35.544.5 7.58 5.95 24.64 24.64 1.80 1.80 9.96 9.96 42.152.6 5.80 4.55 31.33 31.33 2.33 2.33 10.44 10.44 50.08

2.9 6.41 5.03 34.21 34.21 2.31 2.31 11.40 11.40 56.123.2 7.01 5.50 36.94 36.94 2.30 2.30 12.31 12.31 60.024.0 8.55 6.71 43.55 43.55 2.26 2.26 14.52 14.52 72.414.8 10.01 7.85 49.22 49.22 2.22 2.22 16.41 16.41 83.863.2 8.54 6.71 66.32 66.32 2.79 2.79 18.42 18.42 106.814.0 10.47 8.22 79.03 79.03 2.75 2.75 21.95 21.95 129.854.8 12.31 9.66 90.31 90.31 2.71 2.71 25.09 25.09 151.553.6 12.32 9.67 156.49 156.49 3.56 3.56 34.21 34.21 251.174.5 15.14 11.88 187.57 187.57 3.52 3.52 41.00 41.00 306.785.4 17.85 14.01 215.68 215.68 3.48 3.48 47.14 47.14 359.764.8 20.28 15.92 393.30 393.30 4.40 4.40 69.30 69.30 637.455.4 22.60 17.74 432.58 432.58 4.38 4.38 76.23 76.23 708.694.8 23.83 16.71 634.39 634.39 5.16 5.16 96.12 96.12 1018.305.4 26.59 20.88 700.11 700.11 5.13 5.13 106.08 106.08 1134.254.0 27.75 21.78 1421.74 1421.74 7.16 7.16 157.97 157.97 2224.315.0 34.36 26.97 1736.87 1736.87 7.11 7.11 192.99 157.97 2747.93

6.0 40.83 32.05 2036.52 2036.52 7.06 7.06 226.28 157.97 3259.237.0 47.18 37.03 2321.04 2321.04 7.01 7.01 257.89 157.97 3758.534.0 34.15 26.61 2639.14 2639.14 8.79 8.79 239.92 239.92 4099.495.0 42.36 33.25 3238.02 3238.02 8.74 8.74 294.37 294.37 5076.226.0 50.43 39.59 3813.36 3813.36 8.70 8.70 346.67 346.67 6034.537.0 58.38 45.83 4365.55 4365.55 8.65 8.65 396.67 396.67 6974.825.0 48.36 37.96 4805.01 4805.01 9.97 9.97 384.40 384.40 7494.836.0 57.63 45.24 5672.00 5672.00 9.92 9.92 453.76 453.76 8920.447.0 66.78 52.42 6508.73 6508.73 9.87 9.87 520.70 520.70 10322.70

60 x 60

72 x 72

49.5 X 49.5

40 X 40

PROPERTIES OF CLOSED STRUCTURALS (SHS)

25 X 25

32 X 32

38 X 38

91.5 x 91.5

113.5 x 113.5

220 x 220

220 x 220

180 x 180

132 x 132


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RHS ThicknessSec Area Unit Wt Moment of Inertia Redius of Gyration Elastic Mo

D X B t A W lxx lyy rxx ryy Zxx

mm mm cm2 Kg /m cm4 cm4 cm cm cm3

2.0 2.74 2.15 8.38 2.81 1.15 1.01 3.35

2.6 3.46 2.71 10.16 3.36 1.71 0.99 4.06

3.2 4.13 3.24 11.63 3.80 1.68 0.96 4.65

4.0 4.95 3.88 13.13 4.23 1.63 0.92 5.25

2.6 4.76 3.73 22.76 12.09 2.19 1.59 7.59

2.9 5.25 4.12 24.74 13.11 2.17 1.58 8.25

3.6 6.35 4.98 28.90 15.23 2.13 1.55 9.63

4.5 7.67 6.02 33.31 17.44 2.08 1.51 11.10

2.6 4.70 3.69 25.15 8.43 2.31 1.34 7.62

2.9 5.19 4.07 27.33 9.12 2.29 1.33 8.28

3.6 6.28 4.93 31.87 10.52 2.25 1.29 9.66

4.5 7.58 5.95 36.64 11.93 2.20 1.25 11.10

2.6 5.80 4.55 46.58 15.74 2.84 1.65 11.652.9 6.41 5.03 50.87 17.11 2.82 1.63 12.72

3.2 7.01 5.50 54.94 18.41 2.80 1.62 13.74

4.0 8.55 6.71 64.79 21.49 2.75 1.59 16.20

4.8 10.01 7.85 73.22 24.03 2.71 1.55 18.30

3.2 8.54 6.71 98.61 32.28 3.40 1.97 20.54

4.0 10.47 8.22 117.54 39.32 3.35 1.94 24.49

4.8 12.31 9.66 134.35 44.55 3.30 1.90 27.99

3.6 12.32 9.67 232.61 78.83 4.34 2.53 38.13

4.5 15.14 11.88 278.94 93.78 4.29 2.49 45.73

5.4 17.85 14.01 320.83 107.03 4.24 2.45 52.60

120 X 60 3.2 10.85 8.51 199.88 67.95 4.29 2.50 33.31

4.8 20.28 15.92 155.16 228.50 5.23 3.36 76.57

5.4 22.60 17.74 610.85 250.59 5.20 3.33 84.264.8 23.83 18.71 917.13 346.91 6.20 3.82 106.64

5.4 26.59 20.88 1012.47 381.74 6.17 3.79 117.73

4.0 27.75 21.78 1892.55 947.64 8.26 5.84 172.05

5.0 34.36 26.97 2313.36 1155.23 8.21 5.80 210.31

6.0 40.83 32.05 2713.97 1351.66 8.15 5.75 246.72

7.0 47.18 37.03 3094.76 1537.22 8.10 5.71 281.34

4.0 34.15 26.81 3357.53 1917.45 9.92 7.49 258.27

5.0 42.36 33.25 4121.36 2349.53 8.86 7.45 317.03

6.0 50.43 39.59 4855.87 2763.43 9.81 7.40 373.53

7.0 58.38 45.83 5561.50 3159.50 9.76 7.36 427.81

5.0 48.36 37.96 6241.05 3360.92 11.36 8.34 416.07

6.0 57.63 45.24 7370.23 3962.19 11.31 8.29 491.35

7.0 66.78 52.42 8460.99 4540.76 11.26 8.25 564.06

PROPERTIES OF CLOSED STRUCTURALS (RHS)

50 X 25

60 X 40

66 X 33

80 X 40

96 X 48

122 X 61

145 X 82

172 X 92

220 X 140

260 X 180

300 X 200


82/101

dulus Torsional Constants

Outer

Surface

Zyy J B

Area per

m

cm3 cm4 cm3 m2

2.25 6.79 3.79 0.142

2.69 8.27 4.53 0.137

3.04 9.52 5.12 0.134

3.38 10.86 5.69 0.129

6.05 25.59 9.83 0.187

6.56 28.02 10.66 0.185

7.62 33.30 12.41 0.181

8.72 39.34 14.29 0.177

5.11 20.75 8.71 0.185

5.53 22.65 9.43 0.183

6.37 26.71 10.90 0.179

7.23 31.21 12.43 0.175

7.87 38.50 13.46 0.2278.56 42.23 14.66 0.225

9.21 45.83 15.78 0.224

10.74 54.77 18.49 0.219

12.02 62.81 20.79 0.215

13.87 82.13 23.82 0.272

16.38 99.11 28.24 0.267

18.56 114.80 32.14 0.263

25.84 193.91 44.50 0.347

30.75 235.39 53.13 0.343

35.09 274.29 60.89 0.338

22.65 165.83 38.95 0.344

55.73 534.27 94.45 0.429

61.12 592.70 103.81 0.42675.41 826.04 128.85 0.503

82.99 918.10 142.04 0.500

135.38 2000.01 223.99 0.699

165.03 2467.63 273.47 0.694

193.09 2922.95 320.55 0.689

219.60 3366.29 365.35 0.684

213.05 3822.78 346.87 0.859

261.06 4730.34 425.47 0.854

307.05 5619.50 501.05 0.849

351.06 6490.62 573.71 0.844

336.09 6882.77 551.49 0.974

396.22 8186.02 650.85 0.969

454.09 9465.89 746.83 0.964


83/101

Norminal Outside

Pipe Size in Diameter ASTM

mm mm kg/m mm kg/m mm kg/m kg/m mm kg/m mm

1/8 10.29 - - 1.24 0.280 1.73 0.370 2.41 0.475 - - -

1/4 13.72 - - 1.65 0.498 2.24 0.643 3.02 0.808 - - -3/8 17.15 - - 1.65 0.640 2.31 0.857 3.20 1.116 - - -

1/2 21.34 1.65 0.812 2.11 1.014 2.77 1.286 3.73 1.642 4.78 1.979 7.47

3/4 26.67 1.65 1.032 2.11 1.300 2.87 1.708 3.91 2.225 5.56 2.934 7.82

1 33.40 1.65 1.310 2.77 2.121 3.38 2.537 4.55 3.282 6.35 4.294 9.09

1 1/4 42.16 1.65 1.671 2.77 2.728 3.56 3.435 4.85 4.524 6.35 5.685 9.70

1 1/2 48.26 1.65 1.923 2.77 3.150 3.68 4.101 5.08 5.484 7.14 7.339 10.16

2 60.33 1.65 2.421 2.77 3.986 3.91 5.515 5.54 7.588 8.71 11.240 11.07

2 1/2 73.03 2.11 3.741 3.05 5.336 5.16 8.756 7.01 11.570 9.52 15.115 14.02

3 88.90 2.11 4.578 3.05 6.546 5.49 11.448 7.62 15.484 11.13 21.639 15.24

3 1/2 101.60 2.11 5.248 3.05 7.514 5.74 13.756 8.08 18.891 - - -

4 114.30 2.11 5.918 3.05 8.483 6.02 16.296 8.56 22.628 13.49 33.990 17.12

5 141.30 2.77 9.593 3.40 11.721 6.55 22.065 9.52 31.364 15.87 49.760 19.05

6 168.28 2.77 11.461 3.40 14.014 7.11 28.648 10.97 43.142 18.24 68.420 21.95

8 219.08 2.77 14.979 3.76 20.240 8.18 43.129 12.70 65.526 23.01 112.790 22.23

10 273.05 3.40 22.920 4.19 28.163 9.27 61.131 12.70 82.661 28.57 174.620 -

12 323.85 3.96 31.669 4.57 36.477 9.52 74.810 12.70 98.790 33.32 242.010 -14 355.60 - - 4.78 41.923 11.13 95.840 19.05 160.280 35.71 285.580 -

16 406.40 - - 4.78 47.993 12.70 124.990 - - - - -

18 457.20 - - 4.78 54.064 14.20 157.260 - - - - -

20 508.00 - - 5.54 69.590 15.09 185.950 - - - - -



Ahmedabad.-380 026(o) 22774070, 22773920 Fax :-22770118

(M)98253 93843, 98253 98367


Wall Thickness and Weight

STAINLESS STEEL PIPE SERIES (ANSI B 36, 10 ; B 36, 19)

Sch.5 S Sch.10 S Sch.40 S Sch.80 S Sch.160 Sch.X


84/101


85/101

OD

mm

mm inch mm kg/m mm kg/m mm kg / m Wall wt. wall wt. wall wt. wall wt. wall wt. wall3 1/8 10.3 - - - - - - 1.73 0.37 1.73 0.37 - - 2.41 0.47 2.41 0.47 -

6 1/4 13.7 - - - - - - 2.24 0.63 2.24 0.63 - - 3.02 0.80 3.02 0.80 -

10 3/8 17.1 - - - - - - 2.31 0.84 2.31 0.84 - - 3.20 1.10 3.20 1.10 -

15 1/2 21.3 - - - - - - 2.77 1.27 2.77 1.27 - - 3.73 1.62 3.73 1.62 -

20 3/4 26.7 - - - - - - 2.87 1.69 2.87 1.69 - - 3.91 2.20 3.91 2.20 -

25 1 33.4 - - - - - - 3.38 2.50 3.38 2.50 - - 4.55 3.24 4.55 3.24 -

32 1 1/4 42.2 - - - - - - 3.56 3.39 3.56 3.39 - - 4.85 4.47 4.85 4.47 -

40 1 1/2 48.3 - - - - - - 3.68 4.05 3.68 4.05 - - 5.08 5.41 5.08 5.41 -

50 2 60.3 - - - - - - 3.9 5.44 3.9 5.44 - - 5.50 7.48 5.50 7.48 -

65 2 1/2 73.0 - - - - - - 5.16 8.63 5.16 8.63 - - 7.00 15.30 7.00 11.41 -

80 3 88.9 - - - - - - 5.5 11.30 5.5 11.30 - - 7.62 11.41 7.14 15.30 -

90 3 1/2 101.6 - - - - - - 5.74 13.57 5.74 13.57 - - 8.08 18.63 8.08 18.63 -

100 4 114.3 - - - - - - 6.02 16.07 6.02 16.07 - - 8.56 22.30 8.56 22.30 -

125 5 141.3 - - - - - - 6.55 21.77 6.55 21.77 - - 9.53 30.90 9.53 30.90 -

150 6 168.3 - - - - - - 7.11 28.26 7.11 28.26 - - 10.97 42.50 10.90 42.50 -200 8 219.1 - - 6.35 33.3 7.0 36.8 8.2 42.50 8.2 42.50 10.3 12.70 64.60 12.70 64.50 15.10

250 10 273.0 - - 6.35 41.7 7.8 51.3 9.27 60.30 9.27 60.30 12.7 12.70 81.50 15.10 96.00 18.30

300 12 323.8 - - 6.35 49.7 8.4 65.2 9.53 73.80 10.3 79.70 14.3 12.70 97.40 17.40 132.00 21.40

350 14 355.6 6.35 54.6 7.92 68.1 9.5 81.3 9.53 81.30 11.13 94.60 15.1 12.70 107.00 19.00 158.00 23.80

400 16 406.4 6.35 62.6 7.92 77.9 9.5 93.3 9.53 93.30 12.7 123.00 16.7 12.70 123.00 21.44 203.00 26.20

450 18 457.2 6.35 70.5 7.92 87.7 11.1 122.0 9.53 105.00 14.3 156.00 19.0 12.70 130.00 23.80 254.00 24.10

500 20 508.0 6.35 78.5 9.53 117.2 12.7 155.1 9.53 117.20 15.1 183.00 20.6 12.70 155.10 26.20 311.00 32.50

550 22 558.8 6.35 86.4 9.53 129.0 12.7 171.0 9.53 129.00 - - 22.2 12.70 171.00 28.60 373.00 34.00

600 24 600.5 7.92 94.5 9.53 141.0 14.3 210.0 9.53 141.00 17.4 255.00 24.5 12.87 187.00 30.90 442.00 38.80

650 26 660.0 7.92 127.0 12.7 203.0 - - 9.53 153.00 - - - 12.70

700 28 711.0 7.92 147.2 12.7 218.0 15.8 292.0 9.53 165.00 - - - 12.70

750 30 762.0 7.92 147.0 12.7 234.6 15.8 292.6 9.53 176.00 - - - 12.70

800 32 812.8 7.92 157.0 12.7 250.6 15.8 312.5 9.53 188.20 - - - 12.70

850 34 363.6 7.92 167.0 12.7 282.4 15.8 351.7 9.53 200.00 17.5 364.9 - 12.70

900 36 914.4 7.92 176.6 12.7 282.4 15.8 352.2 9.53 212.00 19.1 420.4 - 12.70



Ahmedabad.-380 026(o) 22774070, 22773920 Fax :-22770118

(M)98253 93843, 98253 98367


ANSI B36.10 CARBON STEEL SEAMESS PIPE WEIGHT P

Nominal

Pipe size

Schedule

10

Schedule

20

Schedule

30

Schedule Schedule

40

Schedule

60 strong (XS)

SchSchedule Extra

80

Schedule

1

Formula - pipe Weight Kg / Mtr. OD - Thick x Thick x 0.02466= kg per Mtr.

A 106 Gr B

A 333 Gr 6

A 335 P 5

STD


86/101

25 24 23 22 21 20 19 18 17 16 15 14

0.5 0.54 0.6 0.7 0.8 0.9 1.0 1.2 1.4 1.6 1.8 2

MM INCH

9.52 3/8 - 120 132 152 172 191 210 246 280 313 343 371

12.70 1/2 140 162 179 207 235 262 288 340 390 438 483 528

15.88 5/8 175 204 225 262 297 332 367 434 500 562 625 684

19.05 3/4 220 246 273 316 360 403 445 528 609 690 765 840

22.23 7/8 260 290 320 372 422 473 425 622 719 814 907 999

25.40 1 295 331 366 426 485 544 600 716 829 940 1047 1155

28.58 1 1/8 335 374 414 480 548 615 680 810 938 1065 1188 1310

31.75 1 1/4 370 415 460 535 610 685 755 904 1047 1190 1329 1466

34.93 1 3/8 - - - 591 673 755 837 998 1157 1315 1471 1620

38.10 1 1/2 - - - 646 735 826 915 1092 1267 1440 1611 1780

44.45 1 3/4 - - - 755 860 965 1070 1280 1486 1690 1893 2093

50.80 2 - - - 865 985 1107 1228 1468 1705 1940 2175 2406

57.15 2 1/4 - - - - - - 1384 1656 1925 2190 2456 2720

63.50 2 1/2 - - - - - - 1540 1844 2144 2442 2738 3030



Ahmedabad.-380 026o) 22774070, 22773920 Fax :-22770118

M)98253 93843, 98253 98367


FOR C.R.C. E.R.W. PIPES

SIZE RANGE WITH GRAMS PER METER CHART

WALL THICKNESS

OUTER DIAMETER


87/101

O.D. In mm6.0 0.069 0.081 0.093 0.104 0.125 0.144 0.176 - - - - -

10.0 0.119 0.141 0.163 0.184 0.225 0.264 0.336 - - - - -

12.7 0.153 0.182 0.210 0.238 0.293 0.345 0.444 - - - - -

14.0 0.169 0.201 0.233 0.264 0.325 0.384 0.496 - - - - -

15.87 0.192 0.229 0.266 0.301 0.372 0.440 0.571 0.694 - - - -

19.0 0.231 0.276 0.320 0.364 0.450 0.534 0.696 0.850 1.066 1.200 1.264 -

25.0 0.306 0.366 0.425 0.484 0.600 0.714 0.936 1.150 1.456 1.650 1.744 1.926

25.4 0.311 0.372 0.432 0.492 0.610 0.726 0.952 1.170 1.482 1.680 1.776 1.962

31.8 - - - - - 0.918 1.208 1.490 1.898 2.160 2.288 2.538

38.0 - - - - - 1.104 1.456 1.800 2.301 2.625 2.784 3.096

44.5 - - - - - 1.299 1.716 2.125 2.724 3.113 3.304 3.681

50.8 - - - - - 1.488 1.968 2.440 3.133 3.585 3.808 4.248

63.5 - - - - - - 2.476 3.075 3.959 4.538 4.824 5.391

76.1 - - - - - - 2.980 3.705 4.778 5.483 5.832 6.525

101.6 - - - - - - 4.000 4.980 6.435 7.395 7.872 8.820



Ahmedabad.-380 026(o) 22774070, 22773920 Fax :-22770118

(M)98253 93843, 98253 98367


1.2 1.6 2.0

wall

Thickness in

mm

3.0 3.2 3.62.6

Weight im kg/mt

STAINLESS STEEL TUBING SERIES

0.5 0.6 0.7 0.8 1.0


88/101

Nominal diameter Over Under Over % Under % Over Under

ASTM A -213 Under 25.4 .1016 .1016 +20 0 3.175 0

Seamless Boiler, 25.4- 38.1 incl. .1524 .1524 +20 0 3.175 0

Superheater and Heat 38.1- 50.8 excl. .2032 .2032 +22 0 3.176 0

Exchanger Tubes 50.8- 63.5 encl. .254 .254 +22 0 3.76 0

63.5- 76.2 excl. .3048 .3048 +22 0 4.76 076.2- 101.6 incl. .381 .381 +22 0 4.76 0

ASTM A -249 Under 25.4 .1016 .1016 +10 0 3.175 0

Welded Boiler, 25.4- 38.1 incl. .1524 .1524 +10 0 3.175 0

Superheater Heat 38.1- 50.8 excl. .2032 .2032 +10 0 3.176 0

Exchanger and 50.8- 63.5 encl. .254 .254 +10 0 3.76 0

Condenser Tubes 63.5- 76.2 excl. .3048 .3048 +10 0 4.76 0

76.2- 101.6 incl. .381 .381 +10 0 4.76 0

Minimum Walltubes

+18% - 0 available on

request

ASTM A - 269 Upto 12.7 .13 .13 +15 -15 3.2 0

Seamless & Welded 12.7 - 38.1 excl. .13 .13 +10 -10 3.2 0

Tubing for General 38.1 - 88.9 excl. .25 .25 +10 -10 4.8 0Service. 88.9 - 139.7 excl. .38 .38 +10 -10 4.8 0

139.7- 203.2 excl. .76 .76 +10 -10 4.8 0

ASTM A - 270 25.4 .05 .20 +12.5 -12.5 3.2 0

Seamless & Welded 38.1 .05 .20 +12.5 -12.5 3.2 0

Sanitary Tubing 50.8 .05 .28 +12.5 -12.5 3.2 0

63.5 .05 .28 +12.5 -12.5 3.2 0

76.2 .08 .30 +12.5 -12.5 3.2 0

101.6 .08 .38 +12.5 -12.5 3.2 0

ASTM A - 312 13.7 - 48.3 incl. .4 .8 Minimum Wall 12.5% 6.4 0

Seamless & Welded 48.3 - 114.3 incl. .85 .8 uner nominal wall 6.4 0

Pipe 114.3 - 1.6 .8 Specified 6.4 0

(Normally Randomlengths ordered)

ASTM A - 268 Upto 12.7 .13 .13 +15 -15 3.2 0

Seamless & Welded 12.7 - 38.1 excl. .13 .13 +10 -10 3.2 0

Ferritic Stainless 38.1 - 88.9 excl. .25 .25 +10 -10 4.8 0

steel tubes 88.9 - 168.3 excl. .38 .38 +10 -10 4.8 0

ASTM A - 358 for For all sizes +0.5% - 0.5% No -0.3 Customer's

welded big Diameter limit m m Specification

Pipes

ASTM A - 688 Under 25.4 mm 0.1016 .1016 +20 -0(for Min 3 to 13 0

for welded Feed water Wall thk)heater 'U' Tubes +10 -10(Avg.

Wall thk)



Ahmedabad.-380 026(o) 22774070, 22773920 Fax :-22770118

(M)98253 93843, 98253 98367


CONDENSED ASTM SPECIFICATIONS FOR

STAINLESS STEEL TUBING AND PIPING

SpecificatonAllowable Outside Diameter

variations in mm

Allowable Wall

Thickness Variation

Exact Length

Tolerances in


89/101

Tension Test

Flattening Test

Flare Test

Hardness Test

100% Hydrostatic TestRefer to ASTM A - 450

Tension Test

Flattening Test

Flare Test

* Reverse Bend Test

Hardness Test

100% Hydrostatic Test

* Reverse Flattening Test

Refer to ASTM A - 450

* Wherever applicable

Flare Test

Flange Test (Weldedonly)

Hardness TestReverse Flattening Test

(Welded only)



Reverse Flattening Test


External polish on all tubes



Tension Test

Flattening Test



Tension Test

flare test, flange test,

(ERW only) hardness test

Reverse Flattening Test


Transverse tension test,

Transverse guided bend

test Hydrostatic test

radiographic examination

(as specified)

dye penetrant (optional)

Tension, Hardness,

corrosion, Reversebend,Flange, Flattening, Hydro-

static Test, Pneumatic Test,

Non Destructive Test

Testing


90/101

GRADE C. SI Mn P(max) S(max)

TP304 0.08 0.75 2.00 0.04 0.03

TP304H 0.040 ~0.10 0.75 2.00 0.04 0.03

TP304L 0.035 0.75 2.00 0.04 0.03

TP304N 0.08 0.75 2.00 0.04 0.03

TP304LN 0.035 0.75 2.00 0.04 0.03

TP309 0.15 0.75 2.00 0.04 0.03

TP310 0.15 0.75 2.00 0.04 0.03

TP316 0.08 0.75 2.00 0.04 0.03

TP316H 0.04 0.10 0.75 2.00 0.04 0.03

TP316L 0.035 0.75 2.00 0.04 0.03

TP316N 0.08 0.75 2.00 0.04 0.03

TP316LN 0.035 0.75 2.00 0.04 0.03

TP317 0.08 0.75 2.00 0.04 0.03

TP321 0.08 0.75 2.00 0.04 0.03

TP321H 0.04 ~0.10 0.75 2.00 0.04 0.03

TP347 0.08 0.75 2.00 0.04 0.03

TP347H 0.04 ~0.10 0.75 2.00 0.04 0.03

TP405 0.08 0.75 1.00 0.04 0.03TP410 0.15 0.75 1.00 0.04 0.03

TP429 0.12 0.75 1.00 0.04 0.03

TP430 0.12 0.75 1.00 0.04 0.03

TP443 0.20 0.75 1.00 0.04 0.03

TP446 0.20 0.75 1.50 0.04 0.03

TP329 0.08 0.75 1.00 0.04 0.03

TP409 0.08 1.00 1.00 0.045 0.045

TP XM-8 0.07 1.00 1.00 0.04 0.03

TP316 Ti 0.08 0.75 2.00 0.04 0.03

CHEMICAL COMPOSITON AND MECHANICAL PRO


91/101

Ni Cr Mo

Other Tensile strengh min.

8.00 ~11.00 18.00 ~20.00 - Ksi (Mpa)

8.00 ~11.00 18.00 ~20.00 -

8.00 ~13.00 18.00 ~20.00 -

8.00 ~11.00 18.00 ~20.00 -

8.00 ~11.00 18.00 ~20.00 -

12.00 ~15.00 22.00 ~24.00 -

19.00 ~22.00 24.00 ~26.00 -

11.00 ~14.00 16.00 ~18.00 2.00 ~3.00

11.00 ~14.00 16.00 ~18.00 2.00 ~3.00

10.00 ~15.00 16.00 ~18.00 2.00 ~3.00

11.00 ~14.00 16.00 ~18.00 2.00 ~3.00

10.00 ~15.00 16.00 ~18.00 2.00 ~3.00

11.00 ~14.00 18.00 ~20.00 3.00 ~4.00

9.00 ~13.00 17.00 ~20.00 -

9.00 ~13.00 17.00 ~20.00 -

9.00 ~13.00 17.00 ~20.00 -

9.00 ~13.00 17.00 ~20.00 -

0.50 11.50 ~13.50 - 0.50 11.50 ~13.50 -

0.50 14.00 ~16.00 -

0.50 16.00 ~18.00 -

0.50 18.00 ~23.00 -

0.50 23.00 ~30.00 -

2.50 5.00 23.00 ~28.00 1.00 2.00

0.50 10.50 ~11.75 -

0.50 17.00 ~19.00 -

11.00 ~14.00 16.00 ~18.00 2.00 ~3.00

ERTIES


92/101

Mechanical Properties min.

Elongation,%(G.L. :2in or 50 min) Hardness test, max

Yield point min. Full section Strip Specimen Round Brinell

Ksi (Mpa) Specimen Specimen


93/101

Rockwell


94/101

Mechanical Properties min.

Elongation,%(G.L. :2in or 50 min)

Other Tensile strengh min. Yield point min. Full section Strip Specimen

Ksi (Mpa) Ksi (Mpa) Specimen t6/16in t>5/16in

- 75(515) 30(205) 35 35 56t+17.50

- 75(515) 30(205) 35 35 56t+17.50

- 70(485) 25(170) 35 35 56t+17.50

N:O.10 ~016 80(550) 35(240) 35 35 56t+17.50

N:O.10 ~016 75(515) 30(205) 35 35 56t+17.50

- 75(515) 30(205) 35 35 56t+17.50

- 75(515) 30(205) 35 35 56t+17.50

- 75(515) 30(205) 35 35 56t+17.50

- 75(515) 30(205) 35 35 56t+17.50

- 70(485) 25(170) 35 35 56t+17.50

N:O.10 ~016 80(550) 35(240) 35 35 56t+17.50

N:O.10 ~016 75(515) 30(205) 35 35 56t+17.50

- 75(515) 30(205) 35 35 56t+17.50

Ti: 5xC% ~0.70 75(515) 30(205) 35 35 56t+17.50

Ti: 4xC% ~0.060 75(515) 30(205) 35 35 56t+17.50

Nb+Ta: 75(515) 30(205) 35 35 56t+17.50

10xC% ~1.00Nb+Ta: 75(515) 30(205) 35 35 56t+17.50

8xC% ~!1.0

A1: 0.10 ~0.30 60(414) 30(207) 20 20 *2

- 60(414) 30(207) 20 20 *2

- 60(414) 35(241) 20 20 *2

- 60(414) 35(241) 20 20 *2

Cu:0.90 ~1.25 70(483) 40(276) 20 20 *2

N:0. 10 ~0.25 70(483) 40(276) 18 18 *2

- 90(621) 70(483) 20 20 *2

Ti:6xC% ~0.75 60(414) 30(207) 20 20 *2

A1:0.15 60(414) 30(207) 20 20 *2

Ti:12xC% ~1.10

Ti:5xC% ~0.75 75(515) 30(205) 35 35 56t+17.50


95/101

Hardness Test, max

Round Brinell Rockwell

Specimen

28 192 B 90

28 192 B 90

28 192 B90

28 192 B90

28 192 B90

28 192 B90

28 192 B90

28 192 B90

28 192 B90

28 192 B90

28 192 B90

28 192 B90

28 192 B90

28 192 B90

28 192 B90

28 192 B90

28 192 B90

- 207 B95

- 207 B95

- 190 B90

- 190 B90

- 207 B95

- 207 B95

- 271 C28

- 207 B95

- 190 B90

28 192 B90


96/101

B.S. 10 Table 'D'

Nominal pipe Diameter of Diameter of Number of Diameter of Thickness of

size (inmm) Flange Bolt Circle(PCD) Bolts Bolts Flange

mm mm mm mm mm mm

15 95 67 4 13 5

20 102 73 4 13 5

25 114 83 4 13 5

32 121 87 4 13 6

40 133 98 4 13 6

50 152 114 4 16 8

65 165 127 4 16 8

80 184 145 4 16 10

100 216 178 4 16 10

125 254 210 8 16 13

150 279 235 8 16 13

200 337 292 8 16 13

250 406 356 8 19 16

300 457 406 12 19 16

350 527 470 12 22 19

400 578 521 12 22 19

450 641 584 12 22 22500 705 641 16 22 25

600 826 756 16 25 29

B.S. 10 Table 'F'

Nominal pipe Diameter of Diameter of Number of Diameter of Diameter of

size (inmm) Flange Bolt Circle(PCD) Bolts Bolts Bolts

mm mm mm mm mm mm

15 95 67 4 13 10

20 102 73 4 13 10

25 121 87 4 16 10

32 133 98 4 16 13

40 140 105 4 16 13

50 165 127 4 16 16

65 184 145 8 16 16

80 203 165 8 16 16

100 229 191 8 16 19

125 279 235 8 19 22

150 305 260 12 19 22

200 368 324 12 19 25

250 432 381 12 22 25

300 489 438 16 22 29

350 552 495 16 25 32

400 610 552 20 25 32

450 673 610 20 29 35

500 737 673 24 29 38

600 851 781 24 32 38


97/101

B.S. 10 Table 'E'

Nominal pipe Diameter of Diameter of Number of Diameter of Thickness of

size (inmm) Flange Bolt Circle(PCD) Bolts Bolts Flange

mm mm mm mm mm mm

15 95 67 4 13 6

20 102 73 4 13 6

25 114 83 4 13 7

32 121 87 4 13 8

40 133 98 4 13 9

50 152 114 4 16 10

65 165 127 4 16 10

80 184 145 4 16 11

100 216 178 8 16 13

125 254 210 8 16 14

150 279 235 8 19 17

200 337 292 8 19 19

250 406 356 12 19 22

300 457 406 12 22 25

350 527 470 12 22 25

400 578 521 12 22 25

450 641 584 16 22 29500 705 641 16 22 32

600 826 756 16 25 38

B.S. 10 Table 'H'

Nominal pipe Diameter of Diameter of Number of Diameter of Diameter of

size (inmm) Flange Bolt Circle(PCD) Bolts Bolts Bolts

mm mm mm mm mm mm

15 114 83 4 16 13

20 114 83 4 16 13

25 121 87 4 16 14

32 133 98 4 16 17

40 140 105 4 16 17

50 165 127 4 16 19

65 184 145 8 16 19

80 203 165 8 16 22

100 229 191 8 16 25

125 279 235 8 19 29

150 305 260 12 19 29

200 368 324 12 19 32

250 432 381 12 22 35

300 489 438 16 22 38

350 552 495 16 25 41

400 610 552 20 25 44

450 673 610 20 29 48

500 737 673 24 29 51

600 851 781 24 32 57


98/101

N D - 10

nominal flange flange raised face diameter

pipe size diameter thickness diameter height number of of holes p.c.d

(in mm) mm mm mm holes mm mm

15 95 14 45 2 4 14 65

20 105 16 58 2 4 14 75

25 115 16 68 2 4 14 85

32 140 18 78 2 4 18 100

40 150 18 88 3 4 18 110

50 165 20 102 3 4 18 125

65 185 20 122 3 4 18 145

80 200 22 138 3 4 18 160

100 220 22 158 3 8 18 180

125 250 24 188 3 8 18 210

150 285 24 212 3 8 23 240

200 340 26 268 3 8 23 295

250 395 28 320 3 12 23 350

300 445 28 370 4 12 23 400

N D - 40

flange raised face

nominal flange thickness (cast iron only) diameter

pipe size diameter steel diameter height number of of holes p.c.d

(in mm) mm mm mm mm holes mm mm

15 95 16 45 2 4 14 65

20 105 18 58 2 4 14 75

25 115 18 68 2 4 14 85

32 140 18 78 2 4 18 100

40 150 18 88 3 4 18 110

50 165 20 102 3 4 18 125

65 185 22 122 3 8 18 145

80 200 24 138 3 8 18 160

100 235 24 162 3 8 23 190

125 270 26 188 3 8 27 220

150 300 28 218 3 8 27 250

200 375 34 285 3 12 30 320

250 450 38 345 3 12 33 385

300 515 42 410 4 16 33 450


99/101

N D - 16

flange raised face

nominal flange thickness (cast iron only) diameter

pipe size diameter steel diameter height number of of holes p.c.d

(in mm) mm mm mm mm holes mm mm

15 95 14 45 2 4 14 65

20 105 15 53 2 4 14 75

25 115 16 68 2 4 14 85

32 140 16 78 2 4 18 100

40 150 16 88 3 4 18 110

50 165 18 102 3 4 18 125

65 185 18 122 3 4 18 145

80 200 20 138 3 8 18 160

100 220 20 158 3 8 18 180

125 250 22 188 3 8 18 210

150 285 22 212 3 8 23 240

200 340 24 268 3 12 23 295

250 405 26 320 3 12 27 355

300 460 28 378 4 12 27 410

I S - 1538

nominal Diameter of P.C.D. Holes Thickness

pipe size Flange Number Diameter

(in mm) mm mm mm mm mm

80 200 160 4 19 21

100 220 180 8 19 22

125 250 210 8 19 22.5

150 285 240 8 23 23

200 340 295 8 23 24.5

250 395 350 12 23 26

300 445 400 12 23 27.5


100/101

150 LB. Flanges

Nominal Outside Minimum Overall Length Bolt No and O D of

Pipe dio of thickness Welding Slip-on Lab Circle Size of Raised

Size Flange of flange neck & Stocket Joint (PCD) Holes face

(in mm) Welding

O Q Y Dia.m No. B R

15 89 11.2 47.6 15.9 15.9 60.5 4 15 3520 98 12.7 52.4 15.9 15.9 70 4 15 43

25 108 14.3 55.6 17.5 17.5 79.5 4 15 51

32 117 15.9 57.2 20.6 20.6 89 4 15 64

40 127 17.5 61.9 22.2 22.2 98.5 4 15 73

50 152 19.1 63.5 25.4 25.4 120.5 4 19 92

65 178 22.3 69.8 28.6 28.6 139.5 4 19 105

80 190 23.9 69.8 30.2 30.2 152.5 4 19 127

100 229 23.9 76.2 33.3 33.3 190.5 8 19 157

125 254 23.9 88.9 36.5 36.5 216 8 22 186

150 279 25.4 88.9 39.7 39.7 241.5 8 22 216

200 343 28.6 101.6 44.4 44.4 298.5 8 22 270

250 406 30.2 101.6 49.2 49.2 362 12 25 324300 483 31.8 114.3 55.6 55.6 432 12 25 381

350 533 35 127 57.2 79.4 476 12 29 413

400 597 36.6 127 63.5 87.3 539.5 16 29 470

450 635 39.7 139.7 68.3 96.8 578 16 32 533

500 698 42.9 144.5 73 103.2 635 20 32 584

600 813 47.7 152.4 82.6 111.1 749.5 20 35 692


101/101

300 LB. Flanges

Nominal Outside Minimum Overall Length Bolt No and O D of

Pipe dio of thickness Welding Slip-on Lab Circle Size of Raised

Size Flange of flange neck & Stocket Joint (PCD) Holes face

(in mm) Welding

O Q Y Dia.m No. B R

15 95 14.3 52.4 22.2 22.2 66.5 4 15 3520 117 15.9 57.2 25.4 25.4 82.5 4 19 43

25 124 17.5 61.9 27 27 89 4 19 51

32 133 19.1 65.1 27 27 98.5 4 19 64

40 156 20.7 68.3 30.2 30.2 114.5 4 22 73

50 165 22.3 69.8 33.3 33.3 127 8 19 92

65 190 25.4 76.2 38.1 38.1 149 8 22 105

80 210 28.6 79.4 42.9 42.9 168 8 22 127

100 254 31.8 85.7 47.6 47.6 200 8 22 157

125 279 35 98.4 50.8 50.8 235 8 22 186

150 313 36.6 98.4 52.4 52.4 270 12 22 216

200 381 41.3 111.1 61.9 61.9 330 12 25 270

250 444 47.7 117.5 66.7 95.3 387.5 16 29 324300 521 50.8 130.2 73 101.6 451 16 32 381

350 584 54 142.9 76.2 111.1 514.5 20 32 413

400 648 57.2 146 82.6 120.7 571.5 20 35 470

450 711 60.4 158.8 88.9 130.2 628.5 24 35 533

500 775 63.5 161.9 95.2 139.7 686 24 35 548

600 914 69.9 168.3 106.4 152.4 813 24 41 692

1212

Weight chart for Metals

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