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Matt Did you get this resolved? I have a very similar problem. Thanks

He said either would work. But bolting through would be the most cost effective solution. My gut says the loads will be fine with option 1. But option 2 is the more simple structural calc to prove. Its a cost vs calc balancing act I guess.

Hi sorry if this has been answered to conclusion before, but; I own a mid terrace 1900 house. Floor size of 9m x 4.5m with a supporting wall half way along the 9m span. Calculating with the live loads and the 4.5m unsupported span, leaves me with a joist of 225x 75mm. However, the angle...