how many timbers in a 45 foot wide bay ?

euroliner

Member
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
 

Nose Abit

Member
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

Depends 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.
 

euroliner

Member
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
 

euroliner

Member
we use 10x5 on a 40' span now

heres the spec of one on ebay , now im tight as F%@K when it comes to money but even i thought this was a bit under speced

All buildings are CE marked

This is for the complete building all listed below

For the supply of a 60x40x12ft portal building
Agricultural spec

Steel works

10 Main collumns. 203x133
5. Portal frames. 178x102
3. Gable posts. 178x102
10. Lines of galvinised z purlins
2. Lines of timber eaves beams
1. Sets of roof/side bracing
 

Forever Fendt

Member
Location
Derbyshire
would you use an 8x5 on a 45' span?
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 roof
 
10 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
 

Forever Fendt

Member
Location
Derbyshire
would you use an 8x5 on a 45' span?
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 mast(n)
 

Forever Fendt

Member
Location
Derbyshire
10 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
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 less
 

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