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Turkish First of all, hello to everyone. I have a project under study. I can't have it analyzed. Although the geometry control is appropriate, he wants me to have a geometric control. I want to know the problem. I also want to get a general opinion about the project. Window and door gaps in the basement curtain, unnecessary axis cleaning are done and the system is analyzed for the last time. Thank you. Good work.
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Analysis Error
- Thread starter xavi40
- Start date
Now there are 1-2 places I marked in the picture. I rotated the project so that the whole project fits on the screen and looks bigger. 1-Your analysis error; The normal floor originates from the beam particle at the intersection of the K26 beam and the K59 beam. (white revision cloud) If you remove the fixes for this on all floors, it should be fine. 2-Dissolve the semi-rigid diaphragm structure. 3- Complete the data entry about the stairs by entering the load or the ladder itself. 4- If possible, tie the ends of the curtains with a beam. 5-The height of the beam I took into the red revision cloud was 32, I think it would be 50-60 or something. Each of the 2-part beams in the 6-Purple revision cloud has a separate name. Convert them to single name. There are more than those I've marked. 7-On the other hand, blue rev. bul. I suggest you name the beam with two different names. 8-Since they are rib slabs, some slabs have walls on them, so their loads should be checked.(D4-7-16-17) D11 load is also high. Column 9-S11 is idle in one direction. Since you have ribbed flooring, you have the right to pass beams wherever you want. Connect this to the other column, or at least the opposite beam. In the same way, you can connect the S12 column to the beam to the other column. 10-It is not possible to understand the edges of the balcony. We are tearing ourselves apart because we will build a balcony in the building. Again, when you have the right to pass the beams wherever you want in the ribbed flooring system, why do you pass the beams in the most unlikely places. First, ensure continuity and fill in the rest. (Orange lines) What are these meaningless beams? In classical flooring, some friends make consoles from beams for the balcony, which I cannot understand. 11-At least make the width of the main beams 50. Make the column narrow side 30 so that the beams press more. 12-The height of the rib, which is the secondary beam in cassette slabs, remains 35. There is a height difference between both directions. 13-Check the beam loads. 14-You can reduce the roof beam and floor loads. In summary, this is my assessment..
Mr. Nedim, thank you very much for your advice. I corrected some of the items you wrote myself (stairs, loads, etc.). I will apply the others as well. I did not know why you did not analyze. If we talk about the balcony, I thought of placing a column or curtain at the point where the K45 beam was stuck in line with the architectural project. I had to delete it back due to the fact that the warehouse entrance was there in the architectural plan. I uploaded it to the system without correcting it in its final form. It is a very serious situation to make a stud to a stud beam and to be a console. I am aware of this. I am thinking of designing the balcony floors as a plaque with the slab edge. Thank you again.