Steel Sheet Pile Specifications

High Efficiency"Z" Section Steel Sheet Pile


 Per Single SectionPer Foot Of Wall
Section
Designation
Nominal
Width
Wall
Depth
(Height)
Web
Thickness
Flange
Thickness
AreaWeight
Per
Foot
Moment
of
Inertia
Section
Modulus
Total
Surface
Area
Nominal
Coating
Area
AreaWeight
Per
Foot
Moment
of
Inertia
Section
Modulus
in.in.in.in.in.2lbs/ftin.4in.3ft2/ftft2/ftin2/ftlbs/ft2in4/ftin3/ft
PZC"1327.8812.560.3750.37514.8250.4353.056.26.095.606.3821.7152.024.2
PZC"1427.8812.600.4200.42016.1555.0382.760.56.095.606.9523.7164.826.0
PZC"1825.0015.250.3750.37514.8250.4532.269.86.095.607.1224.2255.533.5
PZC"1925.0015.300.4200.42016.1655.0576.575.26.095.607.7626.4276.736.1
PZC"25*27.8817.660.4850.56020.4063.4938.7106.36.656.158.7829.9404.445.7
PZC"2627.8817.700.5250.60021.7273.9994.3112.46.656.159.3531.8428.148.4
PZC"2827.8817.750.5700.64523.2279.01,067.1119.16.656.1510.0034.0455.151.3
PZC"37*22.5021.020.4880.56320.4569.61,349.2128.46.656.1510.9137.1719.668.5
PZC"3922.5021.050.5250.60021.7674.01,428.9135.66.656.1511.6139.5762.172.3
PZC"4122.5021.090.5610.63623.0378.41,506.8142.76.656.1512.2841.8803.676.1
All Dimensions Are Nominal
*500 tons minimum

Heavy Duty "Z" Section Sheet Pile


 Per Single SectionPer Foot Of Wall
Section
Designation
Nominal
Width
Wall
Depth
(Height)
Web
Thickness
Flange
Thickness
AreaWeight
Per
Foot
Moment
of
Inertia
Section
Modulus
Total
Surface
Area
Nominal
Coating
Area
AreaWeight
Per
Foot
Moment
Of
Inertia
Section
Modulus
in.in.in.in.in.2lbs/ftin.4in.3ft2/ftft2/ftin.2/ftlbs/ft2in.4/ftin.3/ft
PZ 22229.250.3750.37512.240.315633.74.964.466.6522.685.118.4
PZ 271812.10.3750.37512.240.528146.44.964.468.1327.7187.331
PZ 3522.6415.10.50.60519.46669792.35.835.3310.2835369.448.9
PZ 4019.6916.40.50.619.2865.6824.8100.65.835.3311.7540502.761.3
All Dimensions Are Nominal

Flat Sections

Typically used for circular cell design applications, flat sheet pile is a proven technology that is still used on many projects. While these sheet piles offer much less beam strength than Z piles, the sections use a Thumb and Finger interlock with a three-point contact connection to generate significant pull strength to counter the hoop stress applied to them.

 Per Single SectionPer Foot Of Wall
Section DesignationNominal WidthWeb ThicknessWeight Per FootMoment of InertiaSection ModulusNominal Coating AreaWeight Per FootMoment Of InertiaSection Modulus
in.in.lbs/ftin.4in.3ft2/ftlbs/ft2in.4/ftin.3/ft
PS 27.519.690.445.253.23.6827.531.9
PS 31.019.690.550.953.23.683131.9
All Dimensions Are Nominal
Interoc