GU 8S
| A | G | Iy | Wel,y | rg | AL | ||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| cm2 | kg/m | cm4 | cm3 | cm | m2/m | ||||||||||||||
| Per S | 64.7 | 50.8 | 2 510 | 230 | 6.23 | 0.76 | |||||||||||||
| Per D | 129.3 | 101.5 | 15 360 | 980 | 10.90 | 1.51 | |||||||||||||
| Per T | 194.0 | 152.3 | 21 320 | 1 145 | 10.48 | 2.26 | |||||||||||||
| Per m of wall | 107.8 | 84.6 | 12 800 | 820 | 10.90 | 1.26 | |||||||||||||
| 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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