Rafters meeting flat roof section, how to fix.

[noseall]

@noseall Do you think the 2No 6x2 provides adequate support or should the size be changed (its a 2.7m 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.

 

[OrangeJuice09]

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