mickthetree
Established Member
afternoon all
I am designing an extension to our 1950s bungalow and considering building methods.
Does anyone have experience of building with steel frames?
I'm struggling to find the right information online to evaluate if this would be possible/cost effective/benefits.
Specifically:
If I use timber framing to in fill between the steel frame (cladding on the outside) what sort of footings are required (if any) for supporting these in fill walls?
It has been mentioned that I might need to tie any columns together with 300->400mm deep trenches with reinforcing. This makes sense to prevent spreading and if so would these be sufficient to support in fill walls?
I'd be looking to get a structural engineer to calculate the size of steels and recommend appropriate sized footings for these to sit on.
Can the footings for the columns form part of the overall ground floor concrete slab?
If I in fill some of the walls with static glass their U value will obviously be lower than a timber frame, insulated wall. How does this pass building regs?
Any experience or a nudge in the right direction as to where I might find the right information would be gratefully accepted.
I am designing an extension to our 1950s bungalow and considering building methods.
Does anyone have experience of building with steel frames?
I'm struggling to find the right information online to evaluate if this would be possible/cost effective/benefits.
Specifically:
If I use timber framing to in fill between the steel frame (cladding on the outside) what sort of footings are required (if any) for supporting these in fill walls?
It has been mentioned that I might need to tie any columns together with 300->400mm deep trenches with reinforcing. This makes sense to prevent spreading and if so would these be sufficient to support in fill walls?
I'd be looking to get a structural engineer to calculate the size of steels and recommend appropriate sized footings for these to sit on.
Can the footings for the columns form part of the overall ground floor concrete slab?
If I in fill some of the walls with static glass their U value will obviously be lower than a timber frame, insulated wall. How does this pass building regs?
Any experience or a nudge in the right direction as to where I might find the right information would be gratefully accepted.