Thermal conductivity, pressed steel frame, insulated wall.

AI Thread Summary
The discussion focuses on the thermal conductivity differences between one-piece continuous frames and two-piece frames with thermal breaks in commercial construction. The setup includes a pressed steel frame embedded in a thick concrete wall with insulation layers on either side. Participants seek to quantify the percentage change in thermal conductivity between the two frame types and are interested in testing methodologies. Additionally, there is a question regarding how the thickness of the metal affects thermal conductivity, particularly comparing thin metal frames to heavier gauge pressed steel. Understanding these factors is crucial for optimizing energy efficiency in insulated concrete form (ICF) construction.
ICO
Messages
2
Reaction score
0
Exterior commercial frames (.053") embedded in a concrete wall 8" thick with 3" layers of polystryrene (3# density) on each side of concrete cavity.

Frame rests on foam inside and outside of building. Frame is grouted solid with poured in place concrete.

Is there an appreciable (to be defined in % change) difference in the thermal conductivity of a one piece continuous frame from outside to inside of building as compared to a two piece frame that has an isolation (thermal) break along its length near the exterior of the building.

Hotly debated topic in residential and commercial ICF construction.

Formula and test methodology to confirm would be helpful.

Is the thermal conductivity in this example change by thickness of metal. is a thin metal frame any more or less conductive than a heavy gauge pressed steel frame?
 
Engineering news on Phys.org
frame is hot dipped zinc coated steel
 
Thread 'Physics of Stretch: What pressure does a band apply on a cylinder?'
Scenario 1 (figure 1) A continuous loop of elastic material is stretched around two metal bars. The top bar is attached to a load cell that reads force. The lower bar can be moved downwards to stretch the elastic material. The lower bar is moved downwards until the two bars are 1190mm apart, stretching the elastic material. The bars are 5mm thick, so the total internal loop length is 1200mm (1190mm + 5mm + 5mm). At this level of stretch, the load cell reads 45N tensile force. Key numbers...
I'm trying to decide what size and type of galvanized steel I need for 2 cantilever extensions. The cantilever is 5 ft. The space between the two cantilever arms is a 17 ft Gap the center 7 ft of the 17 ft Gap we'll need to Bear approximately 17,000 lb spread evenly from the front of the cantilever to the back of the cantilever over 5 ft. I will put support beams across these cantilever arms to support the load evenly
Back
Top