Piling Products, Inc. PZ-22 Steel Sheet Piling
Specificaiton: ASTM A572 Grade 50 Width Section
PZ-22
Height Thickness
w in (mm)
h in (mm)
tf in (mm)
22.00 559
9.00 229
0.375 9.50
Cross Sectional Area in2/ft (cm2/m)
11.86
Pile
Wall
lb/ft (kg/m)
lb/ft2 (kg/m2)
in3/ft (cm3/m)
in4/ft (cm4/m)
Coating Area Both ft2/ft (m2/m)
40.30 60.00
22.00 107.40
18.10 973
84.40 11500
4.48 1.37
Weight
Section Moment Modulus of Inertia
Piling Products, Inc. 945 Center Street * Green Cove Springs * Florida * 32043 Certified DBE/WBE (904) 287-8000 Fax (904) 529-7757
[email protected] www.pilingproducts.com
Coating Area ft2/ft2 (m2/m2)
1.22 1.22
Piling Products, Inc. PZ-27 Steel Sheet Piling
ASTM A572 Grade 50
w in (mm)
h in (mm)
tw in (mm)
Cross Sectional Area in2/ft (cm2/m)
18.00 457
12.00 305
0.375 9.53
11.91 252.10
Width Section
PZ-27
Height
Thickness
Weight Pile
Wall
lb/ft (kg/m)
lb/ft2 (kg/m2)
40.50 60.30
27.00 131.82
Coating Section Moment of Area Both Modulus Inertia Sides in3/ft in4/ft ft2/ft 3 4 (cm /m) (cm /m) (m2/m)
30.20 1620
184.20 25200
4.48 1.37
Piling Products, Inc. 945 Center Street * Green Cove Springs * Florida * 32043 Certified DBE/WBE (904) 287-8000 Fax (904) 529-7757
[email protected] www.pilingproducts.com
Coating Area ft2/ft2 (m2/m2)
1.49 1.49
Piling Products, Inc. PZ-35 Steel Sheet Piling
ASTM A572 Grade 50
Section
PZ-35
Width
Height
Thickness
w in (mm)
h in (mm)
tf in (mm)
22.60
14.90 378
0.600 15.21
575
Cross Sectional Area in2/ft
-
Weight
Moment Coating Coating Area of Pile Wall Area Both Inertia 2 3 4 2 lb/ft in /ft in /ft ft /ft ft2/ft2 lb/ft 4 (kg/m) (kg/m²) (cm³/m) (cm /m) (m²/m) (m²/m²)
66.00 35.00 98.20 170.90
Section Modulus
48.50 2605
361.22 49300
5.37 1.64
Piling Products, Inc. 945 Center Street * Green Cove Springs * Florida * 32043 Certified DBE/WBE (904) 287-8000 Fax (904) 529-7757
[email protected] www.pilingproducts.com
1.42 1.42
Piling Products, Inc. PZ-40 Sheet Piling
ASTM A572 Grade 50
Section
PZ-40
Width
Height
Thickness
w in
h in
tf in
(mm) 19.70
500
(mm)
(mm)
16.10 409
0.600 15.21
Cross Sectional Area in2/ft 2
Weight Pile
Wall
lb/ft
lb/ft2
Section Modulus in3/ft
Moment Coating Coating Area of Area Both Inertia 4 2 in /ft ft /ft ft2/ft2
2
(cm /m) (kg/m)(kg/m ) (cm3/m) (cm4/m) (m2/m) (m2/m2) 65.60 40.00 60.70 490.85 5.37 1.64 97.60 195.30 3263 67000 1.64 1.64
Piling Products, Inc. 945 Center Street * Green Cove Springs * Florida * 32043 Certified DBE/WBE (904) 287-8000 Fax (904) 529-7757
[email protected] www.pilingproducts.com
Piling Products, Inc. PZ-27 Standard 90* Corners
PZ-27 Wall Piece
PZ- 90* "A" Corner
PZ- 90* "B" Corner
Piling Products, Inc. 945 Center Street * Green Cove Springs * Florida * 32043 Certified DBE/WBE (904) 287-8000 Fax (904) 529-7757
[email protected] www.pilingproducts.com
Piling Products, Inc. PZ-22 Steel Sheet Piling
Specificaiton: ASTM A572 Grade 50 Width Section
PZ-22
Height Thickness
w in (mm)
h in (mm)
tf in (mm)
22.00 559
9.00 229
0.375 9.50
Cross Sectional Area in2/ft (cm2/m)
11.86
Pile
Wall
lb/ft (kg/m)
lb/ft2 (kg/m2)
in3/ft (cm3/m)
in4/ft (cm4/m)
Coating Area Both ft2/ft (m2/m)
40.30 60.00
22.00 107.40
18.10 973
84.40 11500
4.48 1.37
Weight
Section Moment Modulus of Inertia
Piling Products, Inc. 945 Center Street * Green Cove Springs * Florida * 32043 Certified DBE/WBE (904) 287-8000 Fax (904) 529-7757
[email protected] www.pilingproducts.com
Coating Area ft2/ft2 (m2/m2)
1.22 1.22
Piling Products, Inc. PZ-27 Steel Sheet Piling
ASTM A572 Grade 50
w in (mm)
h in (mm)
tw in (mm)
Cross Sectional Area in2/ft (cm2/m)
18.00 457
12.00 305
0.375 9.53
11.91 252.10
Width Section
PZ-27
Height
Thickness
Weight Pile
Wall
lb/ft (kg/m)
lb/ft2 (kg/m2)
40.50 60.30
27.00 131.82
Coating Section Moment of Area Both Modulus Inertia Sides in3/ft in4/ft ft2/ft 3 4 (cm /m) (cm /m) (m2/m)
30.20 1620
184.20 25200
4.48 1.37
Piling Products, Inc. 945 Center Street * Green Cove Springs * Florida * 32043 Certified DBE/WBE (904) 287-8000 Fax (904) 529-7757
[email protected] www.pilingproducts.com
Coating Area ft2/ft2 (m2/m2)
1.49 1.49
Piling Products, Inc. PZ-35 Steel Sheet Piling
ASTM A572 Grade 50
Section
PZ-35
Width
Height
Thickness
w in (mm)
h in (mm)
tf in (mm)
22.60
14.90 378
0.600 15.21
575
Cross Sectional Area in2/ft
-
Moment Coating Coating of Area Pile Wall Area Inertia Both 2 3 4 2 lb/ft in /ft in /ft ft /ft ft2/ft2 lb/ft 4 (kg/m) (kg/m²) (cm³/m) (cm /m) (m²/m) (m²/m²) Weight
66.00 35.00 98.20 170.90
Section Modulus
48.50 2605
361.22 49300
5.37 1.64
Piling Products, Inc. 945 Center Street * Green Cove Springs * Florida * 32043 Certified DBE/WBE (904) 287-8000 Fax (904) 529-7757
[email protected] www.pilingproducts.com
1.42 1.42
Piling Products, Inc. PZ-40 Sheet Piling
ASTM A572 Grade 50
Section
PZ-40
Width
Height
Thickness
w in
h in
tf in
(mm) 19.70
500
Cross Sectional Area in2/ft 2
(mm)
(mm)
(cm /m)
16.10 409
0.600 15.21
-
Weight Pile
Wall
lb/ft
lb/ft2
Section Modulus in3/ft
Moment Coating Coating of Area Area Inertia Both 4 2 in /ft ft /ft ft2/ft2
2
(kg/m) (kg/m ) (cm3/m) (cm4/m) (m2/m) (m2/m2) 65.60 40.00 60.70 490.85 5.37 1.64 97.60 195.30 3263 67000 1.64 1.64
Piling Products, Inc. 945 Center Street * Green Cove Springs * Florida * 32043 Certified DBE/WBE (904) 287-8000 Fax (904) 529-7757
[email protected] www.pilingproducts.com
PPI Piling Products, Inc. PZ Jokers
Tee, Corner (-50°to -130°)
Applications: Connecting three sheet piling walls. Typical Properties: Steel grade: ATM A572 Grade 50 (S 355 GP) Weight per linear foot: 10.9 pounds Installation Guidelines: 1.General interlocking guidelines call for a ball-to-socket or socket-to-ball connection. Please review the proper interlocking examples listed. 2.Thread the connector into the interlock while the sheet pile is out of the ground. 3.Adjust the connector to the appropriate position. 4.Tack or spot-weld the connector in place (typically a 10” weld attaching the connector to the sheet pile at the top is sufficient). 5.Drive/extract the sheet (with the connector attached) as you would normally.
Please Note: 1.Swing or rotation stated are typical but can vary by 10°or more due to rolling tolerances found in sheet pile interlocks.
Piling Products, Inc. 945 Center Street * Green Cove Springs * Florida * 32043 Certified DBE/WBE (904) 287-8000 Fax (904) 529-7757
[email protected] www.pilingproducts.com
PPI Piling Products, Inc. PZ Corners
19"
4"
4"
19"
90* "A" Corners
90* "B" Corners
Piling Products, Inc. 945 Center Street * Green Cove Springs * Florida * 32043 Certified DBE/WBE (904) 287-8000 Fax (904) 529-7757
[email protected] www.pilingproducts.com
Piling Products, Inc. 945 Center Street * Green Cove Springs * FL * 32043 (904) 287-8000 Fax (904) 529-7757 www.pilingproduct.com
[email protected] PZ Jokers, Tee & Corner (-.50° to -130°) Applications: Connecting three sheet piling walls. Typical Properties: Steel grade: ATM A572 Grade 50 (S 355 GP) Weight per linear foot: 10.9 pounds Installation Guidelines: 1.General interlocking guidelines call for a ball-tosocket or socket-to-ball connection. Please review the proper interlocking examples listed. 2.Thread the connector into the interlock while the sheet pile is out of the ground. 3.Adjust the connector to the appropriate position. 4.Tack or spot-weld the connector in place (typically a 10” weld attaching the connector to the sheet pile at the top is sufficient). 5.Drive/extract the sheet (with the connector attached) as you would normally.
Please Note: 1.Swing or rotation stated are typical but can vary by 10°or more due to rolling tolerances found in sheet pile interlocks.
Piling Products, Inc. 945 Center Street * Green Cove Springs * FL * 32043 (904) 287-8000 Fax (904) 529-7757 www.pilingproduct.com
[email protected] PZ Tee (-.50° to -130°) Applications: Connecting three sheet piling walls. Typical Properties: Steel grade: ATM A572 Grade 50 (S 355 GP) Weight per linear foot: 9 pounds Installation Guidelines: 1. General interlocking guidelines call for a ball-to-socket connection. Please review the proper interlocking examples listed. 2. Thread the connector into the interlock while the sheet pile is out of the ground. 3. Adjust the connector to the appropriate position. 4. Tack or spot-weld the connector in place (typically a 10” weld attaching the connector to the sheet pile at the top is sufficient). 5. Drive/extract the sheet (with the connector attached) as you would normally.
Please Note: 1. Swing or rotation stated are typical but can vary by 10°or more due to rolling tolerances found in sheet pile interlocks.