GU 23N
| A | G | Iy | Wel,y | rg | AL | ||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| cm2 | kg/m | cm4 | cm3 | cm | m2/m | ||||||||||||||
| Per S | 115.2 | 90.4 | 9 020 | 555 | 8.85 | 0.90 | |||||||||||||
| Per D | 230.4 | 180.9 | 63 010 | 2 800 | 16.54 | 1.79 | |||||||||||||
| Per T | 345.6 | 271.3 | 87 020 | 3 205 | 15.87 | 2.68 | |||||||||||||
| Per m of wall | 192.0 | 150.7 | 52 510 | 2 335 | 16.54 | 1.49 | |||||||||||||
| 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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