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Sheet Pile > Special Profile: L430
| Larssen 43 |
|
Unit
|
Per m wall |
Double Pile (D) |
Quadruple Pile (V) |
| Elastic section modulus1) |
Wy
|
cm3 |
6450 |
4570 |
9130 |
Wy
|
cm3 |
- |
- |
- |
| Plastic section modulus1) |
Wy
|
cm3 |
7486 |
- |
- |
| Weight |
|
kg/m |
234.5 |
166.0 |
332.04) |
| Cross sectional area |
|
cm2 |
299.4 |
212.0 |
424.0 |
| Circumference 2) |
|
cm |
396 |
308 |
590 |
| Coating Area 3) |
|
m2/m |
|
|
|
| Static moment |
Sy |
cm3 |
3750 |
- |
- |
| Second moment of Inertia |
ly |
cm4 |
241800 |
171200 |
342400 |
| |
lz |
cm4 |
- |
- |
- |
| Radius of gyration |
iy |
cm |
28.40 |
28340 |
28.40 |
1) The section modulus of D,V and per m wall required locking of the factory-crimped interlocks to accommodate the shear forces.
2) Double and quadruple piles including the inetrior of the free locks.
3) Without interlock interior - two-sided coating.
4) Without stiffeners.
Advantages:
1) High section modulus
2) High moment of inertia
3) Free-standing retaining wall
4) Favourable Wy - weight relation
5) High bearing capacity
Click
here to view theSpecial Profile page 17 as a pdf. 
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