How many kilos of pressure can 3 joists of 220x4.5 with a length of 4 m withstand?
 
Those were some skinny bastards you got a hold of...

Joking aside. How are they loaded? Are they supposed to be columns/posts between two floors?
 
A 45x220 mm C 24 joist with a 4-meter span that is loaded with a point load of 450 kg in the middle will deflect approximately 13 mm, which is 1/300 of the span, commonly used as a limit in many contexts. This applies under the condition that it is a temporary load. For long-term loads, other conditions apply. Three joists give the same result for a load three times as large if it is evenly distributed.
 
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Regarding the headline: Strength and not property;)
 
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T tobbbias said:
Those are some skinny guys you got hold of...

Joking aside. How are they loaded? Are they meant to be columns/posts between two floors?
The interior shows roof beams and temporary support props; the wall beneath is planned for removal, noted to have concrete tiles on the roof. Hello, the wall underneath is to be removed and there is concrete tile on the roof.
 
T tobbbias said:
Those are some narrow bastards you've got your hands on...

Joking aside. How are they loaded? Are they to be columns/posts between two floors?
Hi, there are four roof trusses that need to be hung. The opening is 4m where it is load-bearing on both sides, sending a picture Attic space with wooden trusses and a 4-meter opening, supported on both sides, illuminated by a single light bulb.
 
In that case, Justus's answer above applies. Temporary 450 kg point load in the middle per beam is ok.
 
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