I’m not a structural engineer, but it seems a bit lean for a support beam. Ask Tony or one of the other engineering bods. They’ll need to know the loads as well as the span.
I’m not a structural engineer, but it seems a bit lean for a support beam. Ask Tony or one of the other engineering bods. They’ll need to know the loads as well as the span.
@tony1851 - Hi Tony, just wondering if you could help me out on the above query and if the 2No 6x2 is adequate. I dont know the load but the tiled section area is 2700 x 1740
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