U sections - AU™
| 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 | ||
| AU 14 |
750
|
408
|
10.0
|
8.3
|
132
|
77.9
|
104
|
28680
|
1405
|
820
|
1663
|
|
| AU 16 |
750
|
411
|
11.5
|
9.3
|
147
|
86.3
|
115
|
32850
|
1600
|
935
|
1891
|
|
| AU 18 |
750
|
441
|
10.5
|
9.1
|
150
|
88.5
|
118
|
39300
|
1780
|
1030
|
2082
|
|
| AU 20 |
750
|
444
|
12.0
|
10.0
|
165
|
96.9
|
129
|
44440
|
2000
|
1155
|
2339
|
|
| AU 23 |
750
|
447
|
13.0
|
9.5
|
173
|
102.1
|
136
|
50700
|
2270
|
1285
|
2600
|
|
| AU 25 |
750
|
450
|
14.5
|
10.2
|
188
|
110.4
|
147
|
56240
|
2500
|
1420
|
2866
|
|
| 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 |
