We are working on a built in storm shelter/walk in vault. Due to weight restrictions we are planning on using 1/4" sheet (4x8) steel edge welded instead of the usual reinforced cinder block and concrete walls. I'd like to mig weld from one side only but will likely smaw it outdoors. I'm looking for suggestions on which rod and current settings to use to minimize warping without having to flip the plate over more than once (twice at absolute most). room size will be 8x12ft minus trim. The finished panels will be dressed out with interior studs for plywood or sheet rock.
have a MM211, TB302, and a CP300 at my disposal.
Thanks
have a MM211, TB302, and a CP300 at my disposal.
Thanks
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