I am converting my integrated double garage to a kitchen dinner where I need to nock a wall and use rsj to support what the wall is supporting now. the wall supporting two uniform loads; the floor joist and a traditional masonry wall of 75mm cavity. the high of this wall is 2.45m . I called local structure engineer to do the calculation for me where he quote me £500 which I believe is expensive for straightforward calculations. the span is 5.25m.
any idea what size of RSJ I need.
any idea what size of RSJ I need.