
Screws to hold a foaming urethane while curing could
be a problem.
Moderator: eaglesdare
pchast wrote:Please test your design in small scale to prove it works.
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Screws to hold a foaming urethane while curing could
be a problem.
QueticoBill wrote:The tongue and groove has no shear strength so just the fibreglass. Perhaps 3 or 4 or more layers of glass and resin would come close to a piece of ply. Stability perpendicular to grain will be iffy because of changes from humidity, especially outside. No tensile strength in t&g. Just pulls apart.
Look at sips. Continous one piece skin. The skin is subject to tension and compression parallel to the panel.
Just like a hollow door with honeycomb, or an I beam or a tji (wood joist) all the stress is in the flanges or skin.
QueticoBill wrote:Woodie
I think my concern is what appears to be a wall much taller than a tear. Simply, the forces on a member, like a bean, column, or wall, is proportional to the square if the length. So a wall twice as tall needs to be four times as strong.
I appreciate your dislike of plywood, but it does have some great structural attributes.
1/4" thick strips let into both sides would be stronger than 1/2" on one side, but not the way I would go.
I'll try to reread whole thread and see if something else comes to mind.
QueticoBill wrote:I agree just glassing foam and adding furring and clapboards is a better approach, but I don't know if the basic foam and glass - the furring and claps not adding strength but adding weight - is strong enough for the height you show. Probably thick enough foam and heavy enough fiberglass would work.
Bulkheads and cabinets are often relied on for bracing. I don't know what you have planned or how the framing for a folding bed might brace the walls.
QueticoBill wrote:Well, I was thinking about wind and other lateral loads on the wall. The weight of the gravity load of wall and roof is insignificant.
Maybe someone else here has experience with tall foamie walls and should weigh in.
PS. Formula for force of wind. P = 0.00256 x V2 (thats V squared - I don't know how to superscript in this editor) where P is the pressure in psf and V is wind velocity in mph. For example 70 mph is 12.5 psf.
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