Hello. The answer might be found through searching or googling, but I've spent some time on it and got tired, so I'm simply starting a new thread. 
I have roof trusses with a maximum support reaction of 37 kN. That is quite a large force due to a deeply recessed roof and therefore a long rafter tail.
There will be a place where I need to transfer load over a door opening, so the load-bearing studs of the wall are at cc600 pbs around the door opening. That is, vertical studs on 1200cc and a 37 kN point load in the middle.
How strong a load-bearing beam should I integrate.
Is there anyone who can calculate or provide an experience-based answer.
I would think that houses in Svealand which are 8 meters wide have about half this load from the roof trusses under normal circumstances, roughly ...
I have roof trusses with a maximum support reaction of 37 kN. That is quite a large force due to a deeply recessed roof and therefore a long rafter tail.
There will be a place where I need to transfer load over a door opening, so the load-bearing studs of the wall are at cc600 pbs around the door opening. That is, vertical studs on 1200cc and a 37 kN point load in the middle.
How strong a load-bearing beam should I integrate.
Is there anyone who can calculate or provide an experience-based answer.
I would think that houses in Svealand which are 8 meters wide have about half this load from the roof trusses under normal circumstances, roughly ...
If I can infer anything from the following (or use it at all), it seems like 2 pcs 195x45 or 2 pcs 220x45 are required.
http://www.traguiden.se/TGtemplates/popup1spalt.aspx?id=702&contextPage=1465
37 kN in cc1200 = 30.8 kN/m in line load.
http://www.traguiden.se/TGtemplates/popup1spalt.aspx?id=702&contextPage=1465
37 kN in cc1200 = 30.8 kN/m in line load.
Nobody knows anything?