CCox
Structural
- Dec 6, 2010
- 72
I am a structural engineer and not familiar with the best way to manage weld sequencing to minimize distortion. I work in the wood products industry. The company I work for is replacing the v-rails and flat rails that band saws move along. I have attached the drawing of the existing system. The drawing on the left is a plan view showing the v-rails and flat rails. The v-rails are 18'-4" long, the flat rails are about 4' long.
Could someone provide guidance on the sequencing of the welding? For the sake of this, assume it is a 2" long 1/4" weld, spaced at 6" o.c.
Thanks.
Could someone provide guidance on the sequencing of the welding? For the sake of this, assume it is a 2" long 1/4" weld, spaced at 6" o.c.
Thanks.