Thanks for the answer,I worked on the same model and for a reason i don't get, as soon as i modify the T value of a BC, the U-factor becomes N/A. Maybe you can tell me why? (see attached M1_FP_modified.thm)
Hi,In fact, the vertical Z-bar that are shown in M2 are fastened to horizontal Z-bar @ 400 c/c inbetween which is placed the EPS insulation. Those horizontal Z-bar are then fixed to the steel studs through the gyplap board.I didn't know how to show both EPS and horizontal Z-bar so I only drawed EPS.Is there a way to ask THERM to consider those horizontal Z-bar in the simulation and get a realistic result?
At the same time, do you know if EN ISO 6946 is applicable to north america (Quebec in particular) or if there's any equivalent? My researchs weren't succesful...
Molte grazie Fabrizio,
Your help is really appreciated. One or two more things, and I leave you alone ;)
First, depending of the model, the “% Error Energy Norm” I get varies from 3.4% to 9.1%” in the “U-factor boxes”. I’m not sure to understand the meaning of that percentage. I observed that it increases with inhomogeneous layers, but how should I interpret those percentage? I guess I have to consider them in my final U-factor result? For instance, if I get a U-factor of 0.1988 with a %EEN of 9.13%, I have to consider that my result is U=0.1988 W/m²K ± 9.13%... is that right? It might look obvious but I just wanna make sure…
And finally, in my M1 wall, the brick siding isn’t considered in the calculation, but the mechanical fasteners do have an incidence on my UT.
I found out in Annex D.3.1 of ISO 6946:2007 that ΔUf = nf * χ.
I unfortunately do not have the ISO 10211 mentioned in D.3.1, so I was wondering if you were able to give me a clue on how to find that χ value that I miss? I also did the calculation with the D.3.2 formula ( ΔUf = α • (λf Af nf / d0) • ( R1 / RT,h )²) and obtained a result of 0.0136 W/m²K that seems realistic but I’d like to validate with the D.3.1 formula.
Merci et bonne journée!
JF
Molte grazie Fabrizio,
Your help is really appreciated. One or two more things, and I leave you alone ;)
First, depending of the model, the “% Error Energy Norm” I get varies from 3.4% to 9.1%” in the “U-factor boxes”. I’m not sure to understand the meaning of that percentage. I observed that it increases with inhomogeneous layers, but how should I interpret those percentage? I guess I have to consider them in my final U-factor result? For instance, if I get a U-factor of 0.1988 with a %EEN of 9.13%, I have to consider that my result is U=0.1988 W/m²K ± 9.13%... is that right? It might look obvious but I just wanna make sure…
And finally, in my M1 wall, the brick siding isn’t considered in the calculation, but the mechanical fasteners do have an incidence on my UT.
I found out in Annex D.3.1 of ISO 6946:2007 that ΔUf = nf * χ.
I unfortunately do not have the ISO 10211 mentioned in D.3.1, so I was wondering if you were able to give me a clue on how to find that χ value that I miss? I also did the calculation with the D.3.2 formula ( ΔUf = α • (λf Af nf / d0) • ( R1 / RT,h )²) and obtained a result of 0.0136 W/m²K that seems realistic but I’d like to validate with the D.3.1 formula.