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curtain in the project I added in the link I couldn't get past the shear force problem. I'm getting the problem of exceeding the purchase price on some columns. I haven't solved a 1st degree and I=1.5 structure before, I don't want to make a mistake in comparing the amount of reinforcement, but even 16 stirrups on the curtains are not enough. I would appreciate if you could help me to eliminate the errors. I wonder if I made a mistake with my data entry or analysis settings.You are using an out of date browser. It may not display this or other websites correctly.
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Curtain cut safety problem and crosstalk on columns have been exceeded
- Thread starter merve
- Start date
Re: curtain cutting security problem and pursanaj vaccine in columns hello Ünver, I couldn't add it here because the file size is large. I downloaded from another computer and I didn't see a problem. I tried to reinstall it to see if I skipped the virus scan, but I guess this site doesn't scan for viruses. I wonder if there is another reliable sharing site you can recommend, I will upload it there.
Re: the problem of shear shear safety and the problem of crosstalk in columns something about data entry stuck in my mind, do these errors originate from the nodal points of the beams connected to the panel objects? because when I define the curtains as columns, there is no problem with the floor boundaries, but when I define the curtains as panels, sometimes the floor boundaries can give an error?
Re: curtain cutting security problem and pursantaj vaccine in columns
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I uploaded it to the site, I hope there will be no problem, I could not overcome my problem with the project for a very long time. I redefined it many times to see if I'm making a mistake.Re: curtain cutting security problem and pursantaj vaccine in columns Hello
"merve":3cytyk19" said:http://dosya.web.tr/KroYj2 I also uploaded it to this site, I hope there will be no problem with the project I haven't been able to overcome my problem for a very long time. I've redefined it many times to see if I'm making a mistake.
Re: curtain cutting safety problem and pursantaj vaccine in columns Hello My Suggestions 1 Dilatation joint is given 5 cm, the top floor displacement total of both structures may exceed 5 cm. It should be checked after calculation. It can wedge, 2 Mixed system is given, giving a high ductility level seems right to me, (I think this is the school) 3 I gave a solution by giving the ductility level high to see the situation, I gave the error of "Increase the rigidity of the weak floor system", (with 224 errors) 4 on the floors on the floors in the buildings A semi-rigid diaphragm solution would be correct since there are gaps and it also complies with the new regulation. 5 In addition, left and right buildings are entered together. For this, enter the left and right building separately, give the left building on the right and the left side of the right building without any curtains and calculate, and after eliminating the errors, you will solve the raft foundation together. 6 I say add earthquake curtains to the appropriate places, (if you are going to put a curtain on the dilatation, the curtains should not come together, the foundation may not save.) 7 Your ground safety is very low for this building, you may need to strengthen the ground or make a pile foundation, 8 (attic) On the 5th floor, reduce the floor loads and remove the wall loads, 9 check the wall loads. There should be no walls on each beam. 10 As I always say, solve the stairs together with the building by giving the correct support conditions. Don't give the stairs as flooring 11 Flooring is needed for the elevator engine room, take it easy Ünver ÖZCAN
Re: Curtain cutting safety problem and pursantaj vaccine in columns
.Also, left and right buildings are entered together. For this, enter the left and right buildings separately, give the left building on the right and the left side of the right building without curtains, and calculate, and after eliminating the errors, you will solve the raft foundation together