wondering how many timbers people use in the roof of a 45 foot shed ? seen some with as many as 14 and as few as 10
also seen some outa 8 x 5 steel and others in 10 x 5
wondering how many timbers people use in the roof of a 45 foot shed ? seen some with as many as 14 and as few as 10
also seen some outa 8 x 5 steel and others in 10 x 5
be 0.7mm box cladding up on topDepends what is going on the roof - if it's fibre cement, max spacing is 4'6" or 1375mm. If metal on the roof spacing can be up to 1800mm.
are you sure thats a good choice what about condensation ? my 47 ft span buildings on 15ft bays are on 10" x 5.75" rafters and 12" x 6.25" postsbe 0.7mm box cladding up on top
its only a livestock shed so condensation shouldnt really be a problem ?are you sure thats a good choice what about condensation ? my 47 ft span buildings on 15ft bays are on 10" x 5.75" rafters and 12" x 6.25" posts
its only a livestock shed so condensation shouldnt really be a problem ?
there fairly beefy posts , that stuffs over 40kgs a meter compared to 25kg for 8x5
we use 10x5 on a 40' span now
oh yes it is (on a portal 15ft bays 15deg)An 8x5 isn't strong enough for a 45' span shed
oh yes it is (on a portal 15ft bays 15deg)
oh yes it is (on a portal 15ft bays 15deg)[/Q
25 kg or 30kg per meter ?oh yes it is (on a portal 15ft bays 15deg)
not by choice but you can squeeze it through with 15 deg pitch 15ft bays and depending on location but all the buildings i have done at home are on 10'x5.75" rafters they look so much better and less than £4 per meter extra on the cost of the raw steel labour for fab should be no more but the galv would be a couple of quid extra per meter.I don't think anyone should even consider cutting steel sizes down to save money on the build after all its the main part of a building,and any longer than 4 bays we brace both ends in the roofwould you use an 8x5 on a 45' span?
25 kg 10% eaves haunch and squared at apex25 kg or 30kg per meter ?
Don't you get more condensation in a livestock shed? Or do you mean it doesn't matter because it's only livestock?its only a livestock shed so condensation shouldnt really be a problem ?
i mean its only livestock so any shelter is better than standing behind a hedgeDon't you get more condensation in a livestock shed? Or do you mean it doesn't matter because it's only livestock?
did you see the picture a few years ago with a chap repairing a gable end of a shed out of a bucket and someone had taken photo sent it to HSE it was in the farmers weekly ,that building was 45ft span and on all 203x133 posts and rafters erected at Alton Hampshire in 1989 its stood the test of time ,thats the second time the gable has been repaired ,we sheeted the gable with big 6 and the next day I drove through with sanderson forklift and took it out with the the top of the mastwould you use an 8x5 on a 45' span?
The point is, while the livestock may not mind too much about a few (or more) drips your purlins won't thank you for shortening their lifespan.i mean its only livestock so any shelter is better than standing behind a hedge
it would concern me more if it was part clad maybe 3 sides with wind entering and know escape if it was fully open i would be less worried although the stability of the frame would be less10 x 5 3/4 or 10 x 4 would be more than suitable for that sort of size but i reckon 8 x 5 1/4 may be a little light all depends on final spec and location of building to be honest if it was fully clad potentially you may pass at that dependant on location but if square to eaves it certainly would not be big enough for the job.
In terms of purlin quantity on a tin roof i would would on 10 runs of purlins and 2 runs of eaves beams. 1800 maximum spacing is maximum spacing for most tin suppliers but i tend to work on a 1525 spacing for a tin roof