Hope this may be posted and will get some decent feedback.
Currently doing a small project in deepest wales, my client is one of the architectual team who designed the gherkin no less!!
as part of the works there is a glass landing area which is approx 1800 x 900mm which ultimately sits in a "inverted lower case t section, which is fixed back to joists , trimmers, the detail i am working to as no dimension for the bearing of the glass onto the frame, but would be in the region of 15mm if working to the sketches.
what i ask does anyone know much about structural glass in this situation, a company as specified the glass as 2 x 19mm laminated with a 1.52 PVB layer giving a thickness of 39.52mm, the glass company will not discuss the bearing needed,
anyone any ideas??
Russell
Currently doing a small project in deepest wales, my client is one of the architectual team who designed the gherkin no less!!
as part of the works there is a glass landing area which is approx 1800 x 900mm which ultimately sits in a "inverted lower case t section, which is fixed back to joists , trimmers, the detail i am working to as no dimension for the bearing of the glass onto the frame, but would be in the region of 15mm if working to the sketches.
what i ask does anyone know much about structural glass in this situation, a company as specified the glass as 2 x 19mm laminated with a 1.52 PVB layer giving a thickness of 39.52mm, the glass company will not discuss the bearing needed,
anyone any ideas??
Russell