CARBON STEEL TUBE FOR GENERAL STRUCTURAL PURPOSES  | 
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Nominal  | 
			Nominal  | 
			OD  | 
			Calculate Weight  | 
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size  | 
			BORE  | 
			Commercial  | 
			KGs. / m.  | 
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| DN | DN | mm. | .1.0 | .1.2 | .1.4 | .1.6 | .1.8 | .2.0 | .2.3 | 2.5 | .2.6 | 2.8 | .2.9 | 3.0 | .3.2 | .3.5 | .4.0 | .4.2 | .4.5 | .5.0 | 
15  | 
			1/2"  | 
			21.7  | 
			0.52 | 0.61 | 0.71 | .0.80 | .0.90 | 0.99 | 1.14 | 1.22 | 1.27 | 1.36 | 1.41 | |||||||
20  | 
			3/4"  | 
			27.2  | 
			0.67 | .0.80 | 0.92 | 1.04 | 1.17 | 1.29 | 1.46 | 1.59 | 1.65 | 1.76 | 1.82 | |||||||
25  | 
			1"  | 
			.34.0  | 
			0.98 | 1.13 | 1.29 | 1.44 | .1.60 | 1.82 | 1.98 | 2.06 | 2.22 | .2.30 | 2.35 | 2.51 | 2.75 | 3.11 | ||||
32  | 
			1"1/4  | 
			42.7  | 
			1.46 | 1.66 | 1.85 | 2.04 | 2.33 | 2.51 | 2.61 | 2.79 | 2.89 | 2.99 | 3.19 | 3.46 | 3.96 | |||||
40  | 
			1"1/2  | 
			48.6  | 
			1.63 | 1.86 | 2.09 | 2.31 | 2.65 | 2.87 | 2.98 | 3.21 | 3.32 | 3.41 | 3.64 | 3.98 | 4.55 | |||||
50  | 
			2"  | 
			60.5  | 
			2.32 | 2.61 | .2.90 | 3.32 | 3.62 | 3.76 | 4.03 | 4.17 | 4.31 | .4.60 | .5.00 | 5.68 | 5.93 | 6.32 | ||||
65  | 
			2"1/2  | 
			76.3  | 
			3.35 | 3.72 | 4.28 | 4.63 | 4.82 | 5.17 | 5.35 | 5.51 | 5.88 | .6.40 | 7.32 | 7.65 | .8.20 | 9.11 | ||||
80  | 
			3"  | 
			89.1  | 
			3.87 | 4.3 | .5.00 | 5.41 | 5.63 | 6.04 | 6.26 | 6.45 | 6.88 | .7.50 | 8.57 | 8.97 | 9.61 | 10.64 | ||||
90  | 
			3"1/2  | 
			101.6  | 
			6.14 | 6.39 | 6.88 | 7.13 | 7.35 | 7.84 | 8.57 | 9.77 | 10.25 | 10.95 | 12.17 | |||||||
100  | 
			4"  | 
			114.3  | 
			6.97 | 7.25 | 7.8 | 8.08 | 8.33 | 8.89 | 9.73 | 11.08 | 11.64 | 11.64 | 13.78 | |||||||
125  | 
			5"  | 
			139.8  | 
			.11.90 | .13.60 | 14.28 | 14.28 | 16.96 | |||||||||||||
150  | 
			6"  | 
			165.2  | 
			14.12 | 16.14 | 16.91 | 16.91 | .20.10 | |||||||||||||
STANDARD TIS 1228-2537 LIP CHANNEL STEEL  | 
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Calculate  | 
			Cross  | 
			Center  | 
			Secondary  | 
			Radius of  | 
			Modulus of  | 
			Center of  | 
			Piece  | 
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| Dimension | Thickness | Weight | section | of Gravity | Moment of Area | Gyration of Area | Section | per | per | ||||||||
| AxBxC | t | area | cx | cy | lx | ly | ix | iy | zx | zy | sx | sy | Bundles | ||||
| mm. | mm. | kg. / m. | cm.2 | cm. | cm. | cm.4 | cm.4 | cm. | cm. | cm.3 | cm.3 | cm. | cm. | ||||
| 75x45x15 | 2.3 | 3.25 | .4.137 | 0 | 1.72 | 37.1 | 11.8 | .3.00 | 1.69 | .9.90 | 4.24 | .4.0 | 0 | 100 | |||
| 2.3 | 4.06 | .5.172 | 0 | 1.86 | 80.7 | .19.00 | 3.95 | 1.92 | 16.1 | 6.06 | 4.4 | 0 | |||||
| 100x50x2 | 3.2 | .5.50 | .7.007 | 0 | 1.86 | 107 | 24.5 | .3.90 | 1.87 | 21.3 | 7.81 | 4.4 | 0 | 80 | |||
| .4.0 | 6.71 | .8.548 | 0 | 1.86 | 127 | 28.7 | 3.85 | 1.83 | 25.4 | 9.13 | 4.3 | 0 | |||||
| 4.5 | 7.43 | .9.469 | 0 | 1.86 | 139 | 30.9 | 3.82 | 1.81 | 27.7 | 9.82 | 4.3 | 0 | |||||
| 3.2 | 6.13 | .7.807 | 0 | 1.68 | 181 | 26.6 | 4.82 | 1.85 | .29.0 | 8.02 | .4.0 | 0 | |||||
| 125x50x20 | .4.0 | .7.50 | .9.548 | 0 | 1.68 | 217 | 33.1 | 4.77 | 1.81 | 34.7 | 9.38 | .4.0 | 0 | 60 | |||
| 4.5 | 8.32 | .10.59 | 0 | 1.68 | 238 | 33.5 | 4.74 | 1.78 | .38.0 | .10.00 | .4.0 | 0 | |||||
| 150x50x20 | 3.2 | 6.76 | .8.607 | 0 | 1.54 | 280 | 28.3 | 5.71 | 1.81 | 37.4 | 8.19 | 3.8 | 0 | 60 | |||
| 4.5 | .9.20 | .11.72 | 0 | 1.54 | 368 | 35.7 | .5.60 | 1.75 | .49.0 | .10.50 | 3.7 | 0 | |||||
CHEMICAL COMPOSITION  | 
			MECHANICAL PROPERTIES  | 
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C  | 
			Mn  | 
			P  | 
			S  | 
			TENSILE  | 
			YIELD  | 
			ELONGATION  | 
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MAX %  | 
			MAX %  | 
			MAX%  | 
			MAX %  | 
			STRENGTH  | 
			STRENGTH  | 
			%  | 
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| 0.25 | . - | 0.05 | 0.05 | 400-500 n/mm2 | 245 N/mm2(min) | 21 | ||