Section
|
Sectional Dimension
|
Sectional Area
|
Weight
|
Moment of Inertia
|
Modulus of Section
| ||||||
B
|
H
|
t
|
Per Pile
|
Per Wall
|
Per Pile
|
Per Wall
|
Per Pile
|
Per Wall
|
Per Pile
|
Per Wall
| |
Width
|
Width
|
Width
|
Width
| ||||||||
mm
|
mm
|
mm
|
cm2
|
cm2/m
|
kg/m
|
kg/m2
|
cm4
|
cm4/m
|
cm3
|
cm3/m
| |
SP-II
|
400
|
100
|
10.5
|
61.2
|
153
|
48
|
120
|
1,240
|
8,740
|
152
|
874
|
SP-III
|
400
|
125
|
13
|
76.4
|
191
|
60
|
150
|
2,220
|
16,800
|
223
|
1,340
|
SP-IIIA (E)
|
400
|
150
|
13.1
|
74.4
|
186
|
58.4
|
146
|
2,790
|
22,800
|
250
|
1,520
|
SP-IIIA (D)
|
400
|
150
|
13
|
76.4
|
191
|
60
|
150
|
3,060
|
22,600
|
278
|
1,510
|
SP-IV
|
400
|
170
|
15.5
|
96.9
|
242.5
|
76.1
|
190
|
4,670
|
38,600
|
362
|
2,270
|
SP-V L
|
500
|
200
|
24.3
|
133.8
|
267.6
|
105
|
210
|
7,960
|
63,000
|
520
|
3,150
|
SP-II W
|
600
|
130
|
10.3
|
78.7
|
131.2
|
61.8
|
103
|
2,110
|
13,000
|
203
|
1,000
|
SP-III W
|
600
|
180
|
13.4
|
103.9
|
173.2
|
81.6
|
136
|
5,220
|
32,400
|
376
|
1,800
|
SP-IV W
|
600
|
210
|
18
|
135.3
|
225.5
|
106
|
177
|
8,630
|
56,700
|
539
|
2,700
|
