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Bear in mind I am not an SE, but the way you are describing it there is a purlin support on the concrete beam which by my understanding must be a point-load. Q. Do the room layouts upstairs perhaps allow you to run an RSJ across on top of the concrete beam, and avoid having to rip/redecorate? I would have though the transfer of load to the walls/central wall would be the same? Of course, if it makes a step, it wouldn't work - just thinking...