Good Afternoon all.
Im interesting in understand if mesh reinforcement (in this A393 (UK)) can be laced together using straight bar, tied with an appropriate lengths across each section of mesh (ie each mesh mat placed next to each other and then laced/spliced at each 200mm bar position to...
Hi All
I am trying to design a mechanical connector arrangement to extend a series of roofing joist in length by about 500mm. A structural wall is being moved (by the same 500mm) and rather than replacing all the joist I want to extend the existing by this 500mm.
The plan is to use toothed...
Greetings All
My first post so I hope I'm in the right place.
I am designing a beam for my own domestic extension and am trying to understand when a beam should be classed as free or restrained from rotation at the supports and what can be done physically to create a restrained beam. Perhaps...