Shox Dr
Chief Engineer to Carlos Fandango
- Messages
- 17,993
- Location
- East Yorkshire
A certain local architectural partnership around here seems to currently favour using this design of joining gabled steelwork on extensions.
This is the third set up of this design in the last 12 months I have made to their drawings. The box is 100mm x100mm x6mm with 12mm thick plates at all bolted points. The sandwich joint is 3 layers of 12mm plate connected with qty 6 of M20 Grade 8.8 BZP bolts
For what purpose?