GU 18-400
| A | G | Iy | Wel,y | rg | AL | |
|---|---|---|---|---|---|---|
| cm2 | kg/m | cm4 | cm3 | cm | m2/m | |
| Per S |
88.3
|
69.3
|
3290
|
290
|
6.10
|
0.65
|
| Per D |
176.7
|
138.7
|
20870
|
1430
|
10.87
|
1.28
|
| Per T |
265.0
|
208.0
|
28920
|
1645
|
10.45
|
1.92
|
| Per m of wall |
220.8
|
173.3
|
26090
|
1785
|
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" |