GU 18-400
| A | G | Iy | Wel,y | rg | AL | ||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| cm2 | kg/m | cm4 | cm3 | cm | m2/m | ||||||||||||||
| Per S | 88.3 | 69.3 | 3 290 | 290 | 6.10 | 0.65 | |||||||||||||
| Per D | 176.7 | 138.7 | 20 870 | 1 430 | 10.87 | 1.28 | |||||||||||||
| Per T | 265.0 | 208.0 | 28 920 | 1 645 | 10.45 | 1.92 | |||||||||||||
| Per m of wall | 220.8 | 173.3 | 26 090 | 1 785 | 10.87 | 1.60 | |||||||||||||
| A | Sectional area |
| G | Mass per meter |
| Iy | Moment of inertia about the main neutral axis y-y |
| Wel,y | Elastic section modulus |
| rg | Radius of gyration about the y-y axis |
| AL | Coating area. One side, excludes inside of interlocks |
| S | Single pile: considered neutral axis y'-y' |
| D | Double pile, wall: considered neutral axis y-y |
| T | Triple pile: considered neutral axis y"-y" |
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