AU 23
| A | G | Iy | Wel,y | rg | AL | ||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| cm2 | kg/m | cm4 | cm3 | cm | m2/m | ||||||||||||||
| Per S | 130.1 | 102.1 | 9 830 | 579 | 8.69 | 1.03 | |||||||||||||
| Per D | 260.1 | 204.2 | 76 050 | 3 405 | 17.10 | 2.04 | |||||||||||||
| Per T | 390.2 | 306.3 | 104 680 | 3 840 | 16.38 | 3.05 | |||||||||||||
| Per m of wall | 173.4 | 136.1 | 50 700 | 2 270 | 17.10 | 1.36 | |||||||||||||
| 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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