I'm working on an steel element for assembling a railing on footbridge. It's supposed to be a steel cold bent or welded module attached to concrete parapet by anchors. For the moment a corner at the post is presumed to be welded and locally stiffend by small rib. However I thought to cold bend...
I'm not too much experienced in welding but I have the following issue. There are two parts of steel flanges to be connected together with vertical web. But the access is only from outside.
It is a part of this section.
My question is if this is possible to weld this in this way?
