Structural -> Welded Columns
Available in 12 - 18 metre lengths.
- |
Designation Depth |
Flange of
Section d |
Web
Width bf |
Depth
Thickness tf |
Thickness tw |
Between
Flanges d1 |
- |
kg / m |
mm |
mm |
mm |
mm |
mm |
500WC |
440 |
480 |
500 |
40 |
40 |
400 |
- |
414 |
480 |
500 |
40 |
32 |
400 |
- |
383 |
472 |
500 |
36 |
32 |
400 |
- |
340 |
514 |
500 |
32 |
25 |
450 |
- |
290 |
506 |
500 |
28 |
20 |
450 |
- |
267 |
500 |
500 |
25 |
20 |
450 |
- |
228 |
490 |
500 |
20 |
20 |
450 |
400WC |
361 |
430 |
400 |
40 |
40 |
350 |
- |
328 |
430 |
400 |
40 |
28 |
350 |
- |
303 |
422 |
400 |
36 |
28 |
350 |
- |
270 |
414 |
400 |
32 |
25 |
350 |
- |
212 |
400 |
400 |
25 |
20 |
350 |
- |
181 |
390 |
400 |
20 |
20 |
350 |
- |
144 |
382 |
400 |
16 |
16 |
350 |
350WC |
280 |
355 |
350 |
40 |
28 |
275 |
- |
258 |
347 |
350 |
36 |
28 |
275 |
- |
230 |
339 |
350 |
32 |
25 |
275 |
- |
197 |
331 |
350 |
28 |
20 |
275 |
|
Notes
All Welds to AS 1554, 1 Category SP (deep penetration)- Web to flange joints develop the minimum tensile strength of the web
- Flame cut surfaces not incorporated in the welds have a minimum surface roughness of class 2, as defined in AWRA Technical Note 5
Standard Weldeds
- G 300 (Guaranteed min yield strength 300 MPa)
- G 400 (Guaranteed min yield strength 400 MPa)
