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#1
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Floorboard design ponderings
Hi,
Bit of thinking in advance... Question - what sort of design parameters should I be looking for in terms of max point loading and acceptable deflections for square edged floorboards upstairs? Background: I have with me a sample of some redwood floorboard (planed square edge by design for easy lifting, no T+G thankyou!) It is 144mm x 21mm finished dimensions (nominal 6x1"). I have a joist spacing (open span lengths, not centre to centre) of 400mm, 450mm and one of 500mm. The Sagulator http://www.woodbin.com/calcs/sagulator.htm suggests young redwood with a mid span point load of 130kg (yes I know, cut down on the pork pies) gives a deflection of: Span Deflection 500mm = 3.3mm 450mm = 2.4mm 400mm = 1.7mm Which seems to concur roughly with me standing on the sample plank. A Sofa or bed with 3 fat people will load 4 points or more so that's no worse than me on one foot. No-one is putting a piano up there (unless they are a masochist - wouldn't go round the stairs anyway). And the 500mm span is a single exception, I could close that down to 450 by screwing a 50x50 batten on the side of one of the joists. Couple of mm bounce seems OK to me - do folk agree? I could go to the next thickness up whatever that is, or I could go to 8" width, but Alsfords told me the price starts going a bit exponential much after 6" wide. At the mo, I'm looking at 500 quid inc to have around 25m2 of new floorboards which seems OK. Cheers Tim -- Tim Watts Hung parliament? Rather have a hanged parliament. |
#2
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Floorboard design ponderings
On 22/05/2010 14:24, Tim Watts wrote:
Hi, Bit of thinking in advance... Question - what sort of design parameters should I be looking for in terms of max point loading and acceptable deflections for square edged floorboards upstairs? Background: I have with me a sample of some redwood floorboard (planed square edge by design for easy lifting, no T+G thankyou!) It is 144mm x 21mm finished dimensions (nominal 6x1"). I have a joist spacing (open span lengths, not centre to centre) of 400mm, 450mm and one of 500mm. The Sagulator http://www.woodbin.com/calcs/sagulator.htm suggests young redwood with a mid span point load of 130kg (yes I know, cut down on the pork pies) gives a deflection of: Span Deflection 500mm = 3.3mm 450mm = 2.4mm 400mm = 1.7mm Which seems to concur roughly with me standing on the sample plank. A Sofa or bed with 3 fat people will load 4 points or more so that's no worse than me on one foot. No-one is putting a piano up there (unless they are a masochist - wouldn't go round the stairs anyway). And the 500mm span is a single exception, I could close that down to 450 by screwing a 50x50 batten on the side of one of the joists. Couple of mm bounce seems OK to me - do folk agree? I could go to the next thickness up whatever that is, or I could go to 8" width, but Alsfords told me the price starts going a bit exponential much after 6" wide. At the mo, I'm looking at 500 quid inc to have around 25m2 of new floorboards which seems OK. Cheers Tim Can't give any absolute answers, but the main problem with excessive deflection is that it cracks the ceilings below. In your situation, most of the deflection will come from the boards themselves without bending the joists very much - so may not matter, apart from feeling a bit springy. I would seriously suggest using T&G though - which will spread the load between boards and considerably reduce the deflection due to point loads - and will probably reduce the joist deflections as well. OK, they're then harder to lift - but you should be able to anticipate which ones you're most likely to need to lift (areas with plumbing and electrical connections underneath) and make little "trap doors" (with the bit under the groove removed, and screwed down rather than nailed) at the time of laying. -- Cheers, Roger ____________ Please reply to Newsgroup. Whilst email address is valid, it is seldom checked. |
#3
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Floorboard design ponderings
On 22/05/10 15:31, Roger Mills wrote:
Can't give any absolute answers, but the main problem with excessive deflection is that it cracks the ceilings below. In your situation, most of the deflection will come from the boards themselves without bending the joists very much - so may not matter, apart from feeling a bit springy. Indeed. The joists are OK. Interestingly, the sagulator gives a much larger deflection estimate for even a 4x2 ceiling rafter than I see in reality. I can stand in the middle of one of these without any discernable movement (and there's no floor screwed to the top yet) - though there is are some "virtual noggins" by way of cross beams across the top that are fixed through, I would seriously suggest using T&G though - which will spread the load between boards and considerably reduce the deflection due to point loads - and will probably reduce the joist deflections as well. OK, they're then harder to lift - but you should be able to anticipate which ones you're most likely to need to lift (areas with plumbing and electrical connections underneath) and make little "trap doors" (with the bit under the groove removed, and screwed down rather than nailed) at the time of laying. I agree - but I have made it my primary design goal that there will be no T&G as the boards I may potentially want to lift are all of them I've built this place to support easy upgrading of comms circuits (networking, TV etc) - every power socket is partnered by at least a single backbox with dry conduit, so it's fully expected I'll want to lift many of the boards perhaps ones every 2-3 years. I'm designing that into the way the boards are set for lenght and the staggering of the centre cuts so that I don't end up with trying to lift long boards with both ends trapped under skirtings. -- Tim Watts Hung parliament? Rather have a hanged parliament. |
#4
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Floorboard design ponderings
Tim Watts wrote:
Hi, Bit of thinking in advance... Question - what sort of design parameters should I be looking for in terms of max point loading and acceptable deflections for square edged floorboards upstairs? Background: I have with me a sample of some redwood floorboard (planed square edge by design for easy lifting, no T+G thankyou!) It is 144mm x 21mm finished dimensions (nominal 6x1"). I have a joist spacing (open span lengths, not centre to centre) of 400mm, 450mm and one of 500mm. The Sagulator http://www.woodbin.com/calcs/sagulator.htm suggests young redwood with a mid span point load of 130kg (yes I know, cut down on the pork pies) gives a deflection of: Span Deflection 500mm = 3.3mm 450mm = 2.4mm 400mm = 1.7mm Which seems to concur roughly with me standing on the sample plank. A Sofa or bed with 3 fat people will load 4 points or more so that's no worse than me on one foot. No-one is putting a piano up there (unless they are a masochist - wouldn't go round the stairs anyway). And the 500mm span is a single exception, I could close that down to 450 by screwing a 50x50 batten on the side of one of the joists. Couple of mm bounce seems OK to me - do folk agree? I could go to the next thickness up whatever that is, or I could go to 8" width, but Alsfords told me the price starts going a bit exponential much after 6" wide. At the mo, I'm looking at 500 quid inc to have around 25m2 of new floorboards which seems OK. I was shocked to find how much bounce I had on a 100mm thick suspended concrete and screed floor. But its nothing to 8x4 period oak beams laid on their sides. Like a couple of inches if you jump in the right place :-) Its all pure taste. Its well within any building regs. Cheers Tim |
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