By submitting this enquiry you agree to Coates Hire's Communication Terms & Conditions.
By submitting this enquiry you agree to Coates Hire's Communication Terms & Conditions.
By submitting this enquiry you agree to Coates Hire's Communication Terms & Conditions.
By submitting this enquiry you agree to Coates Hire's Communication Terms & Conditions.
By submitting this enquiry you agree to Coates Hire's Communication Terms & Conditions.
By submitting this enquiry you agree to Coates Hire's Communication Terms & Conditions.
Sheet Type: CH600 | Unit | Value | ||
---|---|---|---|---|
Width of Sheet | mm | 630 | ||
Effective Width of Sheet | mm | 600 | ||
Weight Per Linear Metre | kg/m | 46.3 | ||
Weight Per Square Metre Of Wall | kg/m2 | 77.2 | ||
Section Modulus Per Sheet | cm3 | 360* | ||
Section Modulus/ Per Metre Of Wall | cm3/m | 600* | ||
Safe Working Bending Moment / Lineal Metre Of Wall | kNm/m | 117* | ||
Allowable Stress | MPa | 195 | ||
Available lengths | m | 6 & 8 | ||
* With Sheet Piles Clutched | ||||
Sheet Type: KD6/6 | Unit | Value | ||
Steel Thickness | mm | 6 | ||
Width of Sheet | mm | 625 | ||
Effective Width of Sheet | mm | 550 | ||
Weight per lineal metre | kg/m | 37.5 | ||
Weight Per Square Metre Of Wall | kg/m2 | 62.5 | ||
Section Modulus/ Per Metre Of Wall | cm3/m | 184 | ||
Safe Working Bending Moment / Lineal Metre Of Wall | kNm/m | 56.4 | ||
Allowable Stress | MPa | 276 | ||
Available lengths | m | 6 & 8 | ||
By submitting this enquiry you agree to Coates Hire's Communication Terms & Conditions.
By submitting this enquiry you agree to Coates Hire's Communication Terms & Conditions.
By submitting this enquiry you agree to Coates Hire's Communication Terms & Conditions.
By submitting this enquiry you agree to Coates Hire's Communication Terms & Conditions.
By submitting this enquiry you agree to Coates Hire's Communication Terms & Conditions.
Sheet Type: CH600 | Unit | Value | ||
---|---|---|---|---|
Width of Sheet | mm | 630 | ||
Effective Width of Sheet | mm | 600 | ||
Weight Per Linear Metre | kg/m | 46.3 | ||
Weight Per Square Metre Of Wall | kg/m2 | 77.2 | ||
Section Modulus Per Sheet | cm3 | 360* | ||
Section Modulus/ Per Metre Of Wall | cm3/m | 600* | ||
Safe Working Bending Moment / Lineal Metre Of Wall | kNm/m | 117* | ||
Allowable Stress | MPa | 195 | ||
Available lengths | m | 6 & 8 | ||
* With Sheet Piles Clutched | ||||
Sheet Type: KD6/6 | Unit | Value | ||
Steel Thickness | mm | 6 | ||
Width of Sheet | mm | 625 | ||
Effective Width of Sheet | mm | 550 | ||
Weight per lineal metre | kg/m | 37.5 | ||
Weight Per Square Metre Of Wall | kg/m2 | 62.5 | ||
Section Modulus/ Per Metre Of Wall | cm3/m | 184 | ||
Safe Working Bending Moment / Lineal Metre Of Wall | kNm/m | 56.4 | ||
Allowable Stress | MPa | 276 | ||
Available lengths | m | 6 & 8 | ||