I-beam — 37.34 kg per metre, 47.6 cm² cross-sectional area. IS 808 Table 4 - Wide Parallel Flange Beams.
Wide Parallel Flange Beams (WPB). Reproduced as printed in IS 808 Table 4 - Wide Parallel Flange Beams.
As printed in IS 808 Table 4 - Wide Parallel Flange Beams. 200 mm deep, 200 mm wide. Units are shown on every row, because the two standards on this site use different ones for the radius of gyration.
| Depth of section D | 200 | mm |
|---|---|---|
| Width of flange B | 200 | mm |
| Thickness of web t | 6.1 | mm |
| Thickness of flange T | 8.9 | mm |
| Flange slope | 90 | ° |
| Root radius R1 | 10 | mm |
| Toe radius R2 | 0 | mm |
| Mass per metre M | 37.34 | kg/m |
|---|---|---|
| Sectional area A | 47.6 | cm² |
| Second moment of area Izz | 3,628 | cm⁴ |
|---|---|---|
| Radius of gyration rzz | 87.3 | mm |
| Elastic section modulus Zzz | 363 | cm³ |
| Plastic section modulus Zpz | 398 | cm³ |
| Second moment of area Iyy | 1,187 | cm⁴ |
|---|---|---|
| Radius of gyration ryy | 50 | mm |
| Elastic section modulus Zyy | 119 | cm³ |
| Plastic section modulus Zpy | 180 | cm³ |
| Torsion constant (St Venant) It | 13.3 | cm⁴ |
|---|
Total weight is the mass per metre multiplied by the length and the number of pieces. Ten pieces of WPB 200 × 200 at six metres each is 37.34 × 6 × 10 = 2,240 kg. There is nothing else to it — the standard publishes the mass, so no one needs to compute it from the area.
You can check that mass against the area on this page: 47.6 cm² of steel at 7 850 kg/m³ is 37.37 kg/m. Every row in this dataset was checked that way, which is how the contradictions flagged on some of these pages were found.
Work it out for your own lengths and quantities →
IS 808 : 2021 gives WPB 200 × 200 a mass of 37.34 kg per metre. Its printed cross-sectional area of 47.6 cm² agrees: 47.6 cm² of steel at 7 850 kg/m³ works out at 37.37 kg per metre.
224.04 kg. Mass per metre times length: 37.34 × 6. Ten such pieces come to 2240 kg.
200 mm deep and 200 mm wide, with a 6.1 mm web and 8.9 mm flanges.
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