I have an en-suite in which I'm planning on putting a double bath (1800x1300mm). It will be positioned against the outer wall which sits on a large steel beam. Going into the beam are 5 X 220 deep joists (400 apart) connected via joist hangers to a wooden binder in the beam web. These wooden joists are what the bath will sit on.
Bath is 100kg and it can take 450kg of water (obviously dispersed with 2 people).
Question is should I get a structural engineer to verify or is it typically expected that the floor of this makup should be able to take that sort of weight?
Thanks.
Bath is 100kg and it can take 450kg of water (obviously dispersed with 2 people).
Question is should I get a structural engineer to verify or is it typically expected that the floor of this makup should be able to take that sort of weight?
Thanks.