As someone who just bought these and as a structural engineer, this makes me second guess my purchase a bit.. for those of you simply bending them back, please be careful as bending steel beyond the yield point induces strain hardening resulting A) an increased yield strength and B) a hardening of the material... this means next time you apply force to it, it will take more force to bend it but if it does bend, it’s more likely to experience a brittle failure.... think of when you bend a paper clip back and forth a few times... gets a bit stiffer, then it snaps.... not saying you need to just trash em, but maybe use that one for your first step... or as above... see if wild edge will replace them