Hi, I am looking for some practical advice on the "best" (Some subjective balance between cost and strength) way of constructing my new workshop. It will have a 12m horizontal span with a 15 degree roof slope so just over 6.2m from ridge to wall. I am considering four main options (there may be others i should consider so feel free...)
1. Steel portal frame with timber or metal purlins between frames to support a kingspan style insulated metal roof, walls will be waney edge larch on the outside then vapour barrier, then insulation then ply / OSB. I think it will be 5 bays so 6 frames.
2. Studwork style wall, but otherwise as per option 1, with pre made modern roof trusses with 600mm spacing, may or may not need purlins for roof may just fit directly to trusses
3. Studwork style wall, but otherwise as per option 1, with hand cut roof, so much wider spacing than option 2 with purlins to support roof sheets, my dilema is I don't have a clue how to calculate the feasibilty of getting long enough and strong enough timbers for the rafters/trusses - anyone know how to calculate the strength of a scarf jointed rafter? (I'm assuming I can't get long enough pieces in a single piece at a suitable width to provide the strength)
4. Insulated Durisol blocks (similar to ICF polysyrene things but more sturdy in construction process and easier to assmble and also being fundamentally wood, - but obviously filled with concrete- much easier to fix to) with either cut roof or pre made truss roof as per 2& 3 above
I may end up going to a QS / Structural engineer but I'm keen to get some more practical based input from all the knowledgeable people on the forum fisrt so that I am as informed as I can be before I start paying for advice theat I might not fully underatsnd or might have actually questioned if I'd known more first.
1. Steel portal frame with timber or metal purlins between frames to support a kingspan style insulated metal roof, walls will be waney edge larch on the outside then vapour barrier, then insulation then ply / OSB. I think it will be 5 bays so 6 frames.
2. Studwork style wall, but otherwise as per option 1, with pre made modern roof trusses with 600mm spacing, may or may not need purlins for roof may just fit directly to trusses
3. Studwork style wall, but otherwise as per option 1, with hand cut roof, so much wider spacing than option 2 with purlins to support roof sheets, my dilema is I don't have a clue how to calculate the feasibilty of getting long enough and strong enough timbers for the rafters/trusses - anyone know how to calculate the strength of a scarf jointed rafter? (I'm assuming I can't get long enough pieces in a single piece at a suitable width to provide the strength)
4. Insulated Durisol blocks (similar to ICF polysyrene things but more sturdy in construction process and easier to assmble and also being fundamentally wood, - but obviously filled with concrete- much easier to fix to) with either cut roof or pre made truss roof as per 2& 3 above
I may end up going to a QS / Structural engineer but I'm keen to get some more practical based input from all the knowledgeable people on the forum fisrt so that I am as informed as I can be before I start paying for advice theat I might not fully underatsnd or might have actually questioned if I'd known more first.