I Need Your Information

A

ahmetkapllan

New Member
Yqe71.jpg
¤ As in the picture, the roof and beams will be wooden, so how can I calculate the load on the columns? ¤ I can't pass the 11 meter spans requested from me in the attached project. I made cassette slabs, I made slab slabs, I changed the dimensions of the columns, but I get a column-beam junction error. How else can I design the gallery space? I'm a new graduate, be exposed. I need your information.
 
hello, our friends in the forum who are much more knowledgeable than me will give information about the subject, I can say a few things, strong column control is required in systems with high ductility level, column-beam cutting safety control is therefore necessary, you can enlarge your column sections to overcome this problem, your your beam sections are quite large compared to the columns, the strong column-weak beam error is due to this reason, I will take a look at your project again tomorrow regarding the span.
 
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