How wide are you thinking,We have done spans up to 140ft but it depends what you are using it for and the height required ,Up to around 90ft does not have a big impact on price as longer rafters do not need extending trailers for delivery and this adds on a fair bit to cost
610 x 229 x125 30mm end plates haunches 4.4m longThanks. Got a muck lagoon they’ll want us to put a roof over one day and just wondering whether it’ll be possible. So long as the stanchions can go on banks they’ll be no need for much height at all but your 140 ft would be a minimum! Ideally a bit more would be good. What size rafters did you use for that?
Probably build it in to cross compliance and penalise subsidyIf it helps the EA EPR6.09 sector guidance note Appendix 9 states that "All existing slurry storage MUST be covered by 2020"...…..not sure how they will police this, but that seems to be the current position by EA?
What are your thoughts on how wide a span is practical?If it helps the EA EPR6.09 sector guidance note Appendix 9 states that "All existing slurry storage MUST be covered by 2020"...…..not sure how they will police this, but that seems to be the current position by EA?
All slurry stores must be covered !!
I've seen some massive lagoons over the years, can't see how it'd be possible on some of them
Who dreams up these bloody rules, is a couple foot of direct rainfall a year really going to make any difference?
610 x 229 x125 30mm end plates haunches 4.4m long
If i can figure out how to take a phone picture of a photo i will put one on hereWaw, just by a quick calculation that’s around 3 tonne per rafter!!! Haunches from same beam? That’s going to be half a tonne for two haunches!! Seen plenty industrial buildings using similar to 610 UBs but not such a span as they mostly go multi ridge!
Sending steel north from here as far as Newcastle is cheap on extending trailers as they will have run sections down this way ,Newcastle costs us £340 , Cambridge was £900, Splicing the rafters needs avoiding if you can and a mill order for specific lengths takes about 10 weeks but you can have the length you want with no waste up to 22myou can join rafters if transport is a massive issue, problem is its additional cost of making and designing the joint.
im sure someone not long ago had a project where they wanted to cover 100ft in width they had 3 ideas,
2 50ft spans with valley gutter
100ft clear span
100ft propped span (ie stations in the centre of the peak)
im sure the person said clear span came out cheapest then 2 50fts then propped, I think there was around 4k difference in 100ft to 2x 50ft but cant remember?
real good idea making all slurry stores covered, could divert the downpipes straight into lagoon, that should be about right to wet it up for umbilical wont it?
you can join rafters if transport is a massive issue, problem is its additional cost of making and designing the joint.
im sure someone not long ago had a project where they wanted to cover 100ft in width they had 3 ideas,
2 50ft spans with valley gutter
100ft clear span
100ft propped span (ie stations in the centre of the peak)
im sure the person said clear span came out cheapest then 2 50fts then propped, I think there was around 4k difference in 100ft to 2x 50ft but cant remember?
real good idea making all slurry stores covered, could divert the downpipes straight into lagoon, that should be about right to wet it up for umbilical wont it?
agree about avoiding splicing, but it is possible, £1000 transport is £100 per rafter on 10 rafters so probably still cheaper than a splice anyway. + so much better without splice.Sending steel north from here as far as Newcastle is cheap on extending trailers as they will have run sections down this way ,Newcastle costs us £340 , Cambridge was £900, Splicing the rafters needs avoiding if you can and a mill order for specific lengths takes about 10 weeks but you can have the length you want with no waste up to 22m
Must need some decent site access for rafters 22 m long? Not sure what we'd ever do then as I'd guess we'd need minimum 45 m clear span unless the stanchions went further down the slope of the banks in the sh1t and then had some cantilevers/lean to off the main. As it is with the 45 m it would be stanchions on the slope of the bank so need a fair lump of concrete but that is above the line of the muck. Perhaps large lumps of concrete, wire ropes and flexible covers might be the answer. What's your best guess at a 45 m x 45 m clear span building cost?!?Sending steel north from here as far as Newcastle is cheap on extending trailers as they will have run sections down this way ,Newcastle costs us £340 , Cambridge was £900, Splicing the rafters needs avoiding if you can and a mill order for specific lengths takes about 10 weeks but you can have the length you want with no waste up to 22m