Hello, It is natural that the rate will increase as you add curtains. Send your project to ideYAPI technical support and contact technical support by phone . We have detected a similar situation in the program, the situation in your project may be similar. If you send your project, we can forward it to R&D for testing. We are working on the subject. An update (v10.03) will come in the future. In the next version, explaining the situation instead of X Cross A statement will be written. Thank you for your interest."yusuf15hira17":30gs3ud2" said:Hi ; I am making a high ductility solution for the slab flooring project that I have solved in the system I sent in the attached picture, but as I add curtains, the total overturning moment/Mo It goes over 0.75. I can't stay between 0.40 and 0.75. I need to delete my curtain to stay in this range. Isn't it necessary to meet the relevant condition as I add curtains logically.
We are working hard on this situation and other updates. It will be updated as soon as possible and automatic update Thank you for your patience, goodwill, understanding and support."yusuf15hira17":1yexabvr" said:Hello ; I am making a high ductility solution for the slab flooring project that I have solved in the system I have sent in the attached picture, but as I add curtains, the total overturning moment/Mo It goes above 0.75. I can't stay between 0.40 and 0.75. I need to delete my curtain so that I can stay in this range. Isn't it necessary to meet the relevant condition as I add curtains logically.
Hello, There are some places that we found about the reports as 2007. It will be fixed with the upcoming update. If you report the situations you have detected in detail, we will see if there is a new status, you can add pictures from the report. Most of these cases are typo"zekaikc":2cdtz074" said:Hi, I wonder if I've ever made a license project with v10.02 version? 2007 regulation is written in some places in the account report. Did anyone have a problem or are we making a mistake in data entry? I wish everyone good luck.
is automatically taken in seismic load combinations as specified in the regulation. ---According to 4.3.4.3, hollow floors have to be used with curtains as a mixed system in DTS 1 and 2, you have interpreted it correctly. Curtain control is also included in geometry control and will be added over time. What needs to be done to use punching reinforcement in columns with insufficient stapling? It is stated that it will come in the next updates. Curtain punch calculation is still not done in v10.02? It is stated that it will come in the next updates. To define l,u section curtains as a group, is it enough to just double click and type group1 or is it necessary to do something before? check the header area in the drawings, if not, enter the header length from the reinforcement settings yourself. There was a topic answered by the brain of ismail, there is a detailed explanation in the forum."bkrclk":sbxhof9t" said:first of all, good luck with your work. I think the deficiencies will be corrected in time. In v.10.02, the curtain tilting moment ratio is high and the ductile level is high It does not give a warning even if it is 0.88 in a structure (y direction). When I solve the structure as mixed, the program does not give any warning when it is 0.70 (x direction). Although dts 2 is in a structure belonging to hollow floor, I can choose it as a system with limited ductility level. As far as I understand, the regulation article 4.3 It is necessary not to choose according to .4.3, I may have misinterpreted the item. Another issue is that when I choose the same project as ductility level mixed and do not use curtains, the program does not give a warning. What should be done to use punching reinforcement in columns with insufficient punching? Wall punching calculation in v10.02 Is it still not done? l To define u-section curtains as a group, is it enough to just double-click and type group1 or is it possible to use an i-section before? Do you need to act? Does the program automatically take the active rigidity factors of the carrier system?
- Studies on reporting the errors of the New Earthquake Code on the first pages of the report continue. You can see it as an addition in the next process. - Note has been taken to add to the TBDY 2018 Wizard. - Work continues for stapling controls. - It is enough to create a group name by selecting the curtain arms, entering their properties and giving a common name -Effective section stiffness factors are used automatically. You can find it used in the explanations in the reports. Good work."bkrclk":35vw0oxy" said:first of all, good luck with your work. I think the deficiencies will be corrected in time. In v.10.02, the curtain tipping moment ratio is high and the ductile level is high. It does not give a warning even if it is 0.88 in a structure (y direction). When I solve the structure as mixed, the program does not give any warning when it is 0.70 (x direction). Although dts 2 is in a structure belonging to hollow floor, I can choose it as a system with limited ductility level. As far as I understand, the regulation article 4.3 It is necessary not to choose according to .4.3, I may have misinterpreted the item. Another issue is that when I choose the same project as ductility level mixed and do not use curtains, the program does not give a warning. What should be done to use punching reinforcement in columns with insufficient punching? Wall punching calculation in v10.02 Is it still not done? l To define u-section curtains as a group, is it enough to just double-click and type group1 or is it possible to use an i-section before? Do you need to act? Does the program automatically take the effective exact stiffness factors of the structural system?
1) Performance analysis (Nonlinear push analysis) is already available in v10.02. Retrofit will be discussed later. 2) Any errors you encounter are technical with project and screenshot send it to service or add it here and we'll fix it 3) We don't think it's too late except for retrofit"Zumre":2k3wm2hs" said:hi my questions are as follows: When will the 1.performance and reinforcement analyzes come? 3. Still don't you think it's too late?
In the past, where you entered the soil safety stress, the soil bearing capacity will be entered. This value is included in the soil report. You can think of it as 3 times the soil safety stress."nitasltd":1lbgvn37" said:Hello, is it the maximum load that the ground can pull without the factor of safety, which is meant by the new version's soil bearing capacity, or is it the safety factor given to us by the geological engineers? Is it the value divided by its coefficients? Because it cannot be increased in the new version in case of earthquakes. I couldn't understand that part
3 times or about 2 times? In the past, we used to divide the carrying capacity by 3, now we divide it by 1,4 and enlarge it roughly 2 times, as if I am not mistaken. Otherwise, the areas that need improvement become salvageable without the need for improvement."Ismail Hakki Feeds":3qlsk32x" said:Where you used to enter the ground safety stress, the ground bearing strength will be entered. The floor report has this value. Think of it like 3 times the ground safety stress."nitasltd":3qlsk32x" said:Hi, the ground bearing capacity of the new version is meant by the factor of safety undivided. Is it the maximum load that the ground can pull or the value given to us by the geological engineers divided by the safety factors? Because it cannot be increased in the new version in case of earthquake. I couldn't understand that part
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