| Section | Dimensions | sectional area | Mass | Moment of inertia | Modulus of Section | |||
| Width | Height | Thickness | Per pile | Wall | ||||
| W | H | t | ||||||
| mm | mm | mm | cm2/m | kg/m | kg/m2 | cm4/m | cm3/m | |
| PI500 × 9.5 | 500 | 88 | 9.5 | 78.6 | 61.7 | 123.0 | 396 | 89 |
| PI500 × 11 | 500 | 88 | 11.0 | 86.5 | 68.0 | 136.0 | 350 | 90 |
| PI500 × 12 | 500 | 88 | 12.0 | 90.5 | 71.1 | 142.2 | 360 | 90 |
| PI500 × 12.7 | 500 | 88 | 12.7 | 93.5 | 73.4 | 146.8 | 360 | 92 |
PI sheet pile this investigation should be a cooperative effort among the structural and geotechnical engineers and should include an engineering geologist familiar with the area. Straight web steel sheet pile The designer must consider the possibility of material deterioration and its effect on the structural integrity of the system.
+86-18018031808 
+86-18018031808