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Turkish hello, I'm working on a project, but I felt uneasy because there were too many console issues. I wanted to get your elders' comments.
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Console release projects
- Thread starter inci
- Start date
What is the situation you are stuck in modeling? How should I study, can I get some more detailed information? Should I work differently in terms of column-beam dimensions or insufficient modeling?"unver":4usqchyc" said:Hi, make deflection calculations on the console and all the other beams, but MORE IMPORTANT THAN THAT, THE MODELING WAS NOT ENOUGH FOR ME. REMODE. Ünver ÖZCAN
your frame count is low, the rest are studs or protrusions. you have made the long beams 36 cm. you have no basis in the project. There is a curtain in one direction in the columns, there are elements that do not provide the column-beam junction security. Loads are not increased on floors with walls on them. the system is not hollow bar/cassette but there are slanted beams. fixed load on the beams corresponding to the wall is entered as zero, etc.