Laminated glass panel design at connector
Laminated glass panel design at connector
(OP)
Are there any design guides or established methods for designing a structural laminated glass panel where supported by connectors drilled through holes in the corners? One Pilkington web page I found lists minimum edge distances for holes, but I can't find anything really technical on the matter.
Or is this just one of those things subject to manufacturer's tested product data?
Thanks in advance
Or is this just one of those things subject to manufacturer's tested product data?
Thanks in advance






RE: Laminated glass panel design at connector
RE: Laminated glass panel design at connector
RE: Laminated glass panel design at connector
RE: Laminated glass panel design at connector
Additionally, the tables they give are nothing more than design aids (similar to beam tables in the steel manual).
I don't see anything wrong with using the appropriate allowable stress from E1300 and comparing that with an actual stress for a plate supported at 4 points from Roark.