GU 8S
- GU 8S
| A | G | Iy | Wel,y | rg | AL | |
|---|---|---|---|---|---|---|
| cm2 | kg/m | cm4 | cm3 | cm | m2/m | |
| Per S |
64.7
|
50.8
|
2510
|
230
|
6.23
|
0.76
|
| Per D |
129.3
|
101.5
|
15360
|
980
|
10.90
|
1.51
|
| Per T |
194.0
|
152.3
|
21320
|
1145
|
10.48
|
2.26
|
| Per m of wall |
107.8
|
84.6
|
12800
|
820
|
10.90
|
1.26
|
| 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" |