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Section |
Dimension |
Sectional Area |
Unit Weight |
Moment of Inertia |
moclulus of Section |
W |
H |
t |
Per Pile |
Per Wall
Width |
Per Pile |
Per Wall
Width |
Per Pile |
Per Wall
Width |
Per Pile |
Per Wall
Width |
mm |
mm |
mm |
cm |
cm/m |
kg/m |
kg/m |
cm |
cm/m |
cm |
cm/m |
SP- |
400 |
100 |
10.5 |
61.2 |
153.0 |
48.0 |
120 |
1,240 |
8,740 |
152 |
874 |
SP- |
400 |
125 |
13.0 |
76.4 |
191.0 |
60.0 |
150 |
2,220 |
16,800 |
223 |
1,340 |
SP-A(E) |
400 |
150 |
13.1 |
74.4 |
186.0 |
58.4 |
146 |
2,790 |
22,800 |
250 |
1,520 |
SP-A(D) |
400 |
150 |
13.0 |
76.4 |
191.0 |
60.0 |
150 |
3,060 |
22,600 |
278 |
1,510 |
SP- |
400 |
170 |
15.5 |
96.9 |
242.5 |
76.1 |
190 |
4,670 |
38,600 |
362 |
2,270 |
SP-A |
500 |
200 |
19.5 |
133.8 |
267.6 |
105.0 |
210 |
7,960 |
63,000 |
520 |
3,150 |
SP-W |
600 |
130 |
10.3 |
78.7 |
131.2 |
61.8 |
103 |
2,110 |
13,000 |
203 |
1,000 |
SP-W |
600 |
180 |
13.4 |
103.9 |
173.2 |
81.6 |
136 |
5,220 |
32,400 |
376 |
1,800 |
SP-W |
600 |
210 |
18.0 |
135.3 |
225.5 |
106.0 |
177 |
8,630 |
56,700 |
539 |
2,700 |
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