Old U sections - ArcelorMittal
Section | Dimensions | Properties | ||||||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|
b | h | tf | tw | A | Gsp | Gw | Iy | wel,y | Sy | Wpl,y | ||
mm | mm | mm | mm | cm2/m | kg/m | kg/m² | cm4/m | cm3/m | cm3/m | cm3/m | ||
GU 12‑500 |
500
|
340
|
9.0
|
8.5
|
144
|
56.6
|
113
|
19640
|
1155
|
- |
1390
|
|
GU 13‑500 |
500
|
340
|
10.0
|
9.0
|
155
|
60.8
|
122
|
21390
|
1260
|
- |
1515
|
|
GU 15‑500 |
500
|
340
|
12.0
|
10.0
|
177
|
69.3
|
139
|
24810
|
1460
|
- |
1755
|
|
JSP 2 |
400
|
200
|
10.5
|
- |
153
|
48.0
|
120
|
8740
|
874
|
- |
971
|
|
JSP 3 |
400
|
250
|
13.0
|
- |
191
|
60.0
|
150
|
16800
|
1340
|
- |
1487
|
|
JSP 4 |
400
|
170
|
15.5
|
- |
242
|
76.1
|
190
|
38600
|
2270
|
- |
2618
|
|
L 2S |
500
|
340
|
12.3
|
9.0
|
177
|
69.7
|
139
|
27200
|
1600
|
- |
1871
|
|
L 3S |
500
|
400
|
14.1
|
10.0
|
201
|
78.9
|
158
|
40010
|
2000
|
- |
2389
|
|
L 4S |
500
|
440
|
15.5
|
10.0
|
219
|
86.2
|
172
|
55010
|
2500
|
- |
2956
|
|
L 5S |
500
|
450
|
20.6
|
11.5
|
270
|
106.0
|
212
|
72000
|
3200
|
- |
3783
|
|
PU 10R |
600
|
360
|
8.0
|
7.0
|
114
|
53.8
|
90
|
18960
|
1055
|
- |
1245
|
|
PU 11 |
600
|
360
|
8.8
|
8.4
|
131
|
61.8
|
103
|
19760
|
1095
|
- |
1336
|
|
PU 11R |
600
|
360
|
9.0
|
7.6
|
123
|
58.1
|
97
|
20960
|
1165
|
- |
1370
|
|
PU 13R |
675
|
400
|
10.0
|
7.4
|
124
|
65.6
|
97
|
25690
|
1285
|
- |
1515
|
|
PU 14R |
675
|
400
|
11.0
|
8.0
|
133
|
70.5
|
104
|
28000
|
1400
|
- |
1655
|
|
PU 15R |
675
|
400
|
12.0
|
8.6
|
142
|
75.4
|
112
|
30290
|
1515
|
- |
1790
|
|
PU 16 |
600
|
380
|
12.0
|
9.0
|
159
|
74.7
|
124
|
30400
|
1600
|
- |
1878
|
|
PU 20 |
600
|
430
|
12.4
|
10.0
|
179
|
84.3
|
141
|
43000
|
2000
|
- |
2363
|
|
PU 25 |
600
|
452
|
14.2
|
10.0
|
199
|
93.6
|
156
|
56490
|
2500
|
- |
2899
|
|
PU 6 |
600
|
226
|
7.5
|
6.4
|
97
|
45.6
|
76
|
6780
|
600
|
- |
697
|
|
PU 6R |
600
|
280
|
6.0
|
6.0
|
90
|
42.2
|
70
|
8940
|
640
|
- |
750
|
|
PU 7 |
600
|
226
|
8.5
|
7.1
|
106
|
49.9
|
83
|
7570
|
670
|
- |
779
|
|
PU 7R |
600
|
280
|
6.5
|
6.3
|
94
|
44.3
|
74
|
9580
|
685
|
- |
800
|
|
PU 8 |
600
|
280
|
8.0
|
8.0
|
116
|
54.5
|
91
|
11620
|
830
|
- |
983
|
|
PU 8R |
600
|
280
|
7.5
|
6.9
|
103
|
48.7
|
81
|
10830
|
775
|
- |
905
|
|
PU 9 |
600
|
280
|
9.0
|
8.7
|
125
|
58.8
|
98
|
12830
|
915
|
- |
1083
|
|
PU 9R |
600
|
360
|
7.0
|
6.4
|
105
|
49.5
|
82
|
16930
|
940
|
- |
1115
|
b | Width of a single pile |
---|---|
h | Height of the wall |
tf | Thickness of the flange |
tw | Thickness of the web |
A | Cross sectional steel area |
Gsp | Mass per single pile |
Gw | Mass per m of wall |
Iy | Moment of inertia about the main neutral axis y-y |
Wel,y | Elastic section modulus |
Sy | Static moment |
Wpl,y | Plastic section modulus |