Short beams between two columns

[yakupbubek]

The program gives 9-10 additions for the beams between the two columns. Is this because this beam is acting too rigid? And can I change the "1" value in the stiffness reduction section in the beam settings menu? Is it related to this issue? Sent from my PRA-LX1 using Tapatalk

 

[HakanŞahin]

Re: Short beams between two columns

The program gives 9-10 additions for beams between two columns, is it because this beam acts too rigid? And beam adjustments menu? It depends on the structural geometry and the structural geometry. You can reduce the design moments to the beams by improving the structural system. Earthquake code allows rigid reduction to be applied for beams connected in the long direction between two walls. In the context of earthquake code, you have no right to reduce stiffness in beams between two columns