Transom Window Tears on Panel (Curtain)

[muhendis_01]

Hello. A toilet structure project, all of which is underground, is requested. The surrounding of the building consists of curtain walls. The single façade of the building faces the earth from about half its height due to the elevation difference. I would like to consult you for your suggestions about the effect of weakening with transom windows on the curtain shell behavior as seen in the plan on this façade. 1. Is capping necessary in the intervening column-like thin curtain segments? 2. What are the effects of the curtain on the one-piece shell behavior when these sections are converted to columns and connected to the shell with dense mesh (like 10 cm)? 3. Would you recommend turning the beam on the curtain, like a beam, to the 60 cm section above the windows? Best regards.

 

[unver]

Hi --make the curtains at floor height, --make the windows open from the curtains. Use the detail provided by the program. It will suffice. Unver ÖZCAN

 

[muhendis_01]

Hi --make the curtains at floor height, --make the windows with gaps from the curtains. Use the detail the program gives. It's enough. Ünver ÖZCAN

We are using ideCAD 7.020, nothing special needs to be done If not, I continue like this. Thank you very much.