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The shed is complete - well stage one anyway. They finished it on Xmas eve so true to their word it was done by Xmas.
Next step was to paint the floor. Wasn't quite the colour I expected but it was cheap(er) than retail so can't complain. Is a 2 pack epoxy with three coats so should last a fair while. It's got "stuff" in it now so doesn't look quite as big as it did.
Next step is power (3 phase) and a water tank off the side (along with the landscaping).
Paul, I'm going to build a mezz down one end and wondered how you've constructed yours. Mine will be 12m x 4m and was thinking of some 150x50x5mm thick steel beams as supports across the 12m length split into 3 x 4m pieces with 4 x 75mm square support posts (one each end and two in the middle). Then 150mm C purlins back to the shed wall (450 centres), where the same 150mm C pulins will be attached to the wall. I'll use 4 support posts again so the floor is not hung from the shed but it self supporting. Then either 18 or 21mm ply for the flooring. That should be plenty strong enough to put motors, panels and stuff on pallets up there.
Its not the best photo, but this is my father-in-laws mezzanine. It just uses 90x90 posts to the floor so its all free standing and not attached to the shed walls. The floor system was from the local GoSteel place and uses a top hat in the post that the steel bearers attach to
Very impressive shed Nev with heaps of room, but probably won't take long to fill up .
I won't be posting any of mine as the external concrete slab has rusted the bottom edge of the colour bound, and being on the side of a hill it now floods with a fine layer of top soil to create an ice ring when wet and a dust bowl when dry. Basically useless at the moment!
Personally I would use a 150 PFC instead of the 150x50x5 RHS for the bearers both front and back. A C150 profile won't span between your 4 posts against the wall and be self suporting. You will still want to tie the floor structure to the shed to achieve lateral restraint. The 150 PFC will be a fraction heavier per metre but should still be slightly cheaper to buy than the RHS profile and nearly twice as stiff. It will also match your post profile nicely (75 wide). C15024 joists will be fine at 450 cts.
Peter, that's basically what I want but I'm going for posts at 4m instead of 3m across that 12m wide section. Plus mine will be 2.1m high as I want to work underneath it.
TC, thanks for the advice. Can you explain to a non-engineer how the PFC beam is stronger than the RHS when it's only 3 sides and not a full box section?
Not to get too technical but it's got to do with cross section profile and the direction of applied load. One of the benefits of hot rolled sections is that rust can never sneak up on you. An RHS can rust away from the inside whereas it can't hide in an open section. Probably not too much of an issue inside a shed though.
My Mezzanine is 9m x 5.5m using a 200PFC accross 3 x 3m spans on 2.3m high 100 x 100 posts at the front with a 200PFC bolted to the rear shed posts. The 5.5m is spaned by 25024 Z purlins at 465mm centres with centre bracing, covered by 22mm red tongue flooring (Mr Pitt is good at screwing this down). The reasons for these dimensions was twofold, firstly It is very easy to put a lot of weight up there so it is a little over engineered, and I bought the beams and purlins second hand saving a shitload. I kept it as high as possible for ventilation and light as it is covering my fabrication area