Robert Mullins
Member
- Messages
- 222
- Location
- Salisbury, uk
I've been asked to weld the 'floor plates' onto the ends of several structural beams, there is/will be more welding work to follow and the site manager has broached the subject of codings and certification:
This is site work, and will be MMA welded: The beams; actually RSA, is 150x100x10 and the floor plate 20 thick, the site manager and myself checked the drawing specs, but there is no mention of weld size nor whether it should be lo-hy:
What certification am I looking to obtain to cover me
This is site work, and will be MMA welded: The beams; actually RSA, is 150x100x10 and the floor plate 20 thick, the site manager and myself checked the drawing specs, but there is no mention of weld size nor whether it should be lo-hy:
What certification am I looking to obtain to cover me