PU 18
| A | G | Iy | Wel,y | rg | AL | ||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| cm2 | kg/m | cm4 | cm3 | cm | m2/m | ||||||||||||||
| Per S | 98.0 | 76.9 | 7 220 | 485 | 8.58 | 0.87 | |||||||||||||
| Per D | 196.0 | 153.8 | 46 380 | 2 160 | 15.38 | 1.72 | |||||||||||||
| Per T | 294.0 | 230.7 | 64 240 | 2 495 | 14.78 | 2.58 | |||||||||||||
| Per m of wall | 163.3 | 128.2 | 38 650 | 1 800 | 15.38 | 1.43 | |||||||||||||
| 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" |
Download
Français
Deutsch
Italiano