We have reused and relocated some steel roof joints in an existing building (between additional existing joists to reduce the spans in an area). We are not pursuing MRc3 as we do not foresee having 5% of the material costs. As we are relocating but still within the existing building, can this contribute to MRc1.1 if we require? Otherwise, my understanding is that we can use them to contribute to MRc2.

Thank you.