I-beam — 27.06 kg per metre, 34.4 cm² cross-sectional area. IS 808 Table 5 - Column / Heavy Beams.
Column / Heavy Beams (SC, HB). Reproduced as printed in IS 808 Table 5 - Column / Heavy Beams.
As printed in IS 808 Table 5 - Column / Heavy Beams. 150 mm deep, 150 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 | 150 | mm |
|---|---|---|
| Width of flange B | 150 | mm |
| Thickness of web t | 5.4 | mm |
| Thickness of flange T | 9 | mm |
| Flange slope | 94 | ° |
| Root radius R1 | 8 | mm |
| Toe radius R2 | 4 | mm |
| Mass per metre M | 27.06 | kg/m |
|---|---|---|
| Sectional area A | 34.4 | cm² |
| Second moment of area Izz | 1,450 | cm⁴ |
|---|---|---|
| Radius of gyration rzz | 64.9 | mm |
| Elastic section modulus Zzz | 194 | cm³ |
| Plastic section modulus Zpz | 215 | cm³ |
| Second moment of area Iyy | 431 | cm⁴ |
|---|---|---|
| Radius of gyration ryy | 35.3 | mm |
| Elastic section modulus Zyy | 57.5 | cm³ |
| Plastic section modulus Zpy | 92.7 | cm³ |
| Torsion constant (St Venant) It | 10.1 | cm⁴ |
|---|---|---|
| Warping constant Iw | 25,100 | cm⁶ |
Total weight is the mass per metre multiplied by the length and the number of pieces. Ten pieces of HB 150 at six metres each is 27.06 × 6 × 10 = 1,624 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: 34.4 cm² of steel at 7 850 kg/m³ is 27 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 HB 150 a mass of 27.06 kg per metre. Its printed cross-sectional area of 34.4 cm² agrees: 34.4 cm² of steel at 7 850 kg/m³ works out at 27.00 kg per metre.
162.36 kg. Mass per metre times length: 27.06 × 6. Ten such pieces come to 1624 kg.
It is the same section under the name IS 808 : 2021 gives it — the 2021 revision of IS 808 dropped the "IS" prefix, so a drawing saying ISHB 150 means this section. Check the edition before assuming the figures match, though: this page publishes the current tables, and a great many tables in circulation were copied from the 1989 edition.
150 mm deep and 150 mm wide, with a 5.4 mm web and 9 mm flanges.
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Log in to QuickBOQ →Where these figures come from. IS 808 Table 5 - Column / Heavy Beams Section properties are facts published in the standards, and they are reproduced here as printed. Where a standard contradicts itself, both of its figures are shown and neither is corrected.
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