Some comments on the above discussion:
“Certified weldor” -- Certified by whom, to do what, with what materials, with what technique, under what conditions? Unless the answers to these questions fit your application, you’re whistling in the wind.
4130 -- As has been stated, 4130 offers some, but marginal advantage in strength over mild steel unless it has been properly frabricated and heat treated. It also offers a proclivity for brittle fracture. It is most useful for piece parts that can be machined from heat treated material, or roughed out, heat treated, and then finish machined. For welding, what qualified weld procedure would you use? What pre-heat? What qualified filler metal? What welding technique and joint design? What post-weld stress-relief for all the welds? For space frame construction, do you know somebody with a pretty large heat-treat facilities? Can you live with the resulting deformation? Not to mention non-destructive testing of the joints for cracks, even assuming all the previous steps were properly taken. Then, how do you repair the cracks without invoking the whole process again? Welding alloy steels is not a trivial undertaking.
Carroll Smith is correct and some of the headaches outlined above are why the conventional wisdom, also stated in previous posts, is that mild steel is hard to beat in this application. Using 4130 borders on foolishness.
Peter -- Mild DOM tubing has some strength advantage due to the cold-work involved during its forming, and can have a nice finish for the same reason, but can lose that effect in the heat affected zone of a weld. It can also have more wall thickness variation than ERW tubing.
Panic’s “stiffness units” -- What Panic is referring to is the bending moment of inertia of the tube cross-section. (Would be nice to use more descriptive, or even correct, terminology). This doesn’t apply to axial stiffness, and may or may not be an indication of the actual bending capacity of the as-fabricated tubing frame elements. The joint design would have to be adequate to support the capacity of the tubing, and there is a real possibility of local bucking of the tube wall before the cross-sectional capacity is reached.
Wobbly -- The cracks were probably there, it just took a while to become easily noticeable. That’s why alloy welds need to be stress relieved and NDE’d.