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Turkish hello friends --- which of the projects I have uploaded is more correct? (It didn't give an error in the 1st project and it seemed more correct to me, even though I made a stud beam) --I couldn't solve the B errors in 2 columns in the 2nd project. --- What are the mistakes I made wrong in project -1? How can it be modeled more accurately? ---how do we determine the optimal width when determining the pillow beam dimensions? (Is it possible to reach this from the analysis results? or should I try)
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Which of the projects I have uploaded is more correct?
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First of all, thank you Mr. Unver. yes, the maximum width of the beam should be 60, but it is possible to achieve this by using a narrower width pillow beam. therefore, wouldn't it be wrong to put more load on the building?The maximum width of the cushion beam should be 30/2(rib height)+30(column width)+30/2=60, (the column width should be increased when the beam is stuck obliquely.)
Roughly speaking, project number 2 is more accurate in my opinion. If it were me, I would connect the columns together. My curtains wouldn't stay in space without meaning either. It doesn't make much sense to make big curtains in those sizes and not connect them with beams. Column S16 is connected in one direction and in the direction of its short side. While it is not very problematic to connect them in ribbed floors, it is not very correct to choose not to connect them. Apart from these, I recommend that you connect K38, K46 beams not in one piece, but as a separate beam in each cantilever beam connection. You should increase the beam widths a little more, you should not make such delicate beams. Like K2, 3, 4, 5 etc beams. Although it is a single storey, all columns and curtains are designed in the same direction. All wall loads 13cm brick wall. In addition, all of the floors are designed for 0.200 kg load. However, when we look at the architectural project, there are walls on the floor and there are balconies and floor corridor floors. I suggest you consider it. NY