Recommendation for Cantilever Beams

H

huseyinakkus56

New Member
Hello.. I drew the attached project in accordance with the architecture, deflection calculations etc. Although it saves me, the length of the cantilever beams does not suit me. I need your suggestions.. (Especially K30, K38, K66)
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Hello, Console exits are from the colon. The frame is not formed. S21 column-beam junction is very bad. Unver ÖZCAN
 
-I'm considering making the K30 beam continuous with the K32, but it's still very long, around 3.40m. Don't you think it's inconvenient? When I examine the deflection calculations, there is no problem, but I am still nervous. I can find a solution to the -S21 column-beam junction; If I extend the column a little, the K35 beam will fit more smoothly. - I can throw a stud beam up from S20 so that the K66 beam becomes continuous. (I can do the same for K27)
 
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