Straigth web sheet piles - AS 500®

Section Dimensions Properties
b tw δ P A Gsp Gw Iy Wel AL
single pile single pile
mm mm ° cm cm2 kg/m kg/m² cm4 cm3 m2/m
AS 500 - 11.0
500
11.0
4.5
139
89.4
70.2
140
186
49
0.58
AS 500 - 12.0
500
12.0
4.5
139
94.6
74.3
149
196
51
0.58
AS 500 - 12.5
500
12.5
4.5
139
97.2
76.3
153
201
51
0.58
AS 500 - 12.7
500
12.7
4.5
139
98.2
77.1
154
204
51
0.58
AS 500 - 13.0
500
13.0
4.5
140
100.6
79.0
158
213
54
0.58
AS 500 - 9.5
500
9.5
4.5
138
81.3
63.8
128
168
46
0.58
Section Dimensions Properties
b tw δ P A Gsp Gw Iy Wel AL
single pile single pile
in in ° in in2 lb/ft lb/ft2 in4 in3 ft2/ft
AS 500 - 11.0
19.69
0.43
4.5
54.72
13.9
47.17
28.67
4.47
2.99
1.90
AS 500 - 12.0
19.69
0.47
4.5
54.72
14.7
49.93
30.52
4.71
3.11
1.90
AS 500 - 12.5
19.69
0.49
4.5
54.72
15.1
51.27
31.34
4.83
3.11
1.90
AS 500 - 12.7
19.69
0.50
4.5
54.72
15.2
51.81
31.54
4.90
3.11
1.90
AS 500 - 13.0
19.69
0.51
4.5
55.12
15.6
53.09
32.36
5.12
3.30
1.90
AS 500 - 9.5
19.69
0.38
4.5
54.33
12.6
42.87
26.22
4.04
2.81
1.90
b Width (nominal). The effective width for design purposes (layout) is 503 mm
tw Thickness
δ Deviation angle. Max. of 4.0° for pile length > 20 m
P Perimeter
A Cross sectional steel area
Gsp Mass
Gw Mass per m² of wall
Iy Moment of inertia
Wel Elastic section modulus
AL Coating area. One side, excluding inside of interlocks
b Width (nominal). The effective width for design purposes (layout) is 503 mm
tw Thickness
δ Deviation angle. Max. of 4.0° for pile length > 20 m
P Perimeter
A Cross sectional steel area
Gsp Mass
Gw Mass per ft² of wall
Iy Moment of inertia
Wel Elastic section modulus
AL Coating area. One side, excluding inside of interlocks