GU 16-400
| A | G | Iy | Wel,y | rg | AL | |
|---|---|---|---|---|---|---|
| cm2 | kg/m | cm4 | cm3 | cm | m2/m | |
| Per S |
78.9
|
62.0
|
2950
|
265
|
6.11
|
0.65
|
| Per D |
157.9
|
123.9
|
18060
|
1245
|
10.70
|
1.28
|
| Per T |
236.8
|
185.9
|
25060
|
1440
|
10.29
|
1.92
|
| Per m of wall |
197.3
|
154.9
|
22580
|
1560
|
10.70
|
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" |