My builder is nearly ready for knock through from my house to my single storey extension.
Structural engineer specified a steel RHS 2550 x 150x100x5 with a 250x8 flange to support the outer leaf. I am waiting for a quote for this and expect it to be expensive and more importantly very heavy.
I have asked the SE as an alternative, if 2 x 150x100x5 steels for both inner and outer, bolted together with M 12 bolts and spacers every 500mm will suffice and await his reply?
Assuming he sanctions this, are there likely to be any pitfalls using two steels?
Structural engineer specified a steel RHS 2550 x 150x100x5 with a 250x8 flange to support the outer leaf. I am waiting for a quote for this and expect it to be expensive and more importantly very heavy.
I have asked the SE as an alternative, if 2 x 150x100x5 steels for both inner and outer, bolted together with M 12 bolts and spacers every 500mm will suffice and await his reply?
Assuming he sanctions this, are there likely to be any pitfalls using two steels?