Is the wall we entered taken into account in the weak floor calculation?

[yunussacikk]

hello, it joins the effective shear area of the infill walls in the direction of the earthquake force. Can we identify these walls in İdecad? Is it assumed that there is a wall on the beam and taken into account due to the wall loads we have defined on the beam?

 

[Levent Özpak]

Re: weak floor problem Hello, the wall loads entered in the beam settings are considered as the effective shear area in the control of B1(Weak Floor) Irregularity. In the reports, you can examine whether they are taken into account in the General Report of the Earthquake Code/B1 Strength Irregularity Between Adjacent Floors (Weak Floor).