Hi everyone,
I’m in the early planning stages of thinking about removing the chimney breasts from the ground and first floor of a semi-detached house. I’m looking for a sanity check on the structural approach before I engage a Structural Engineer and start the Party Wall notices.
The...
Good morning.
For my loft conversion the structural engineer designed PFC steels to carry the new load of the 9" X 2" C24 floor joists. The building control officer stated that I could have also used universal beams instead, because "it would have cost a lot less in steel". Is this an accurate...