| Dimensions and Properties of Sheet Pile Walls |
|
|
| Section |
Width |
Height |
Thickness
Back |
Thickness
Web |
Width
Back |
Interlocks |
Angle |
Section
Area
Wall |
Mass |
Section
Modulus |
Moment of Inertia |
Radius of Inertia |
Statical
Moment |
Coating Area |
Permissible Bending Moment of Wall per Load 11 |
| Opening |
Toe
Width |
Single
Section |
Wall |
Steel grade |
| B |
H |
t |
s |
b |
o |
n |
α |
A |
|
G |
Wy |
Iy |
ry |
Sy |
S2) |
S 270 GP |
S 355 GP |
| mm |
mm |
mm |
mm |
mm |
mm |
mm |
° |
cm²/m |
kg/m |
kg/m² |
cm³/m |
cm4/m |
cm/m |
cm³/m |
m²/m |
kNm/m |
kNm/m |
| VL 602 |
600 |
310 |
8.2 |
8.0 |
250 |
14 |
22.5 |
43.5 |
115.4 |
54.3 |
90.5 |
845 |
13075 |
10.6 |
495 |
2.49 |
152 |
203 |
| VL 603 |
600 |
310 |
9.7 |
8.4 |
384 |
16 |
24.5 |
61.2 |
137.6 |
64.8 |
108.0 |
1180 |
18251 |
11.5 |
654 |
2.65 |
212 |
283 |
| VL 604 |
600 |
380 |
10.5 |
9.0 |
382 |
16 |
24.5 |
66.5 |
157.3 |
74.1 |
123.5 |
1620 |
30726 |
14.0 |
911 |
2.85 |
292 |
389 |
| VL 605 |
600 |
410 |
12.8 |
9.0 |
367 |
16 |
24.5 |
66.5 |
174.9 |
82.4 |
137.3 |
2006 |
41127 |
15.3 |
1128 |
2.95 |
361 |
481 |
| VL 606 |
600 |
420 |
16.5 |
9.2 |
348 |
16 |
24.5 |
66.5 |
201.3 |
94.8 |
158.0 |
2506 |
52631 |
16.2 |
1403 |
2.90 |
451 |
601 |
1) For Trust and Bending for the Stability assurance valid reduced stress according to EAU 1990
2) Area of sheet piles wall without inside of interlocks. |
|
| Dimensions and static parameters of single section |
|
| Section |
Area |
Height |
Centre of Gravity |
Section Modulus |
Moment of Inertia |
Radius of Inertia |
| S |
h |
e |
Wy |
Wz |
Iy |
Iz |
ry |
rz |
| cm² |
mm |
mm |
cm³ |
cm³ |
cm4 |
cm4 |
cm |
cm |
| VL 602 |
69.2 |
175.5 |
106.3 |
259 |
913 |
2749 |
28947 |
6.3 |
20.5 |
| VL 603 |
82.6 |
177 |
117.1 |
297 |
1123 |
3482 |
35766 |
6.5 |
20.8 |
| VL 604 |
94.4 |
212 |
137.8 |
419 |
1303 |
5777 |
41439 |
7.8 |
21.0 |
| VL 605 |
104.9 |
228 |
152.0 |
475 |
1354 |
7223 |
43206 |
8.3 |
20.3 |
| VL 606 |
120.8 |
232.7 |
162.1 |
500 |
1427 |
8103 |
45370 |
8.2 |
19.4 |
|
|
 |
|
