| Oct | Nov | Dec | Jan | Feb | Mar | Apr | |
|---|---|---|---|---|---|---|---|
| Daily Average (°C) | 8.5 | 2 | -3.6 | -7.1 | -6.9 | -2 | 5 |
| Daily Maximum (°C) | 13 | 5.5 | -0.5 | -3.3 | -2.6 | 2.5 | 10.2 |
| Daily Minimum (°C) | 4.1 | -1.5 | -6.7 | -10.9 | -11.1 | -6.5 | -0.2 |
| Extreme Minimum (°C) | -6.2 | -19.5 | -27.4 | -31.1 | -31.5 | -32.5 | -15.4 |
Become extra-civilized!
Coydon Wallham wrote: One element of "local" is how to view the existing production and distribution networks. 'Scrapping' makes use of readily available materials that would otherwise become landfill waste. But if use of such materials becomes part of a codified, growing system, it helps reinforce production methods that produce waste and excess. It would seem a tough call at what point making use of 'waste' products becomes encouragement to produce more of that waste. Using scrapped materials though often makes an RMH more reliable and reproducible than creating a similar element from local, scratch material. I guess that is the trade off you are looking to find help deciding on?
Coydon Wallham wrote:As such, I've discovered it would likely have been better to install a 6" system.
Coydon Wallham wrote: I have to wonder what objections you have to wool insulation? Are you referring to rock wool/super wool? Or actual sheep's wool?
Andre Wiederkehr wrote:Can you explain why 6" would be better than 8" for that situation?
Andre Wiederkehr wrote:Your notes on cooking are helpful. Sounds like it'd be okay, but not any too much cooking power. I'm a bit spoiled having recently switched my summer cooking from a bare firebrick J-tube to a TLUD based on Paul Anderson's Champion design. It boils water fast, and fries quite well.
Andre Wiederkehr wrote:Yup, I was vague. I meant ceramic wool - high embodied energy and high-tech/centralized processing needed (very hard to localize). I have no problem with sheep's wool in reasonable quantities. I guess the latter is pretty fire resistant for an organic material - are you suggesting it could have a place in RMH building?
Become extra-civilized!
Glenn Herbert wrote:About the spacing of the floor joists, consider that the omitted central joist would only bear half the load of the side joists, so would not be such a problem for the tie beam to carry. I think the best bet here is to have a header which ties into the two other joists and also sits on the tie beam, to distribute the load over several elements. This would give no point load at the center of the tie beam, which is typically the most stressful position.

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