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Turkish saridurmus
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Re: ideCAD Static IDS v10.09 Released *New*(02.05.2019)*Y The diameters of the reinforcements in the picture will be different, naturally the reinforcement sprout length will be variable.
Download ideCAD Structural v10.93
- Thread starter Ismail Hakki Besler
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Re: ideCAD Static IDS v10.09 Published *New*(02.05.2019)*Y Thanks for the explanation, Mr. Omer. Frankly, I was surprised how you made that explanation, Mr. Ömer
anyway, thank you for informing me.
anyway, thank you for informing me.
I'm adding an image for what I mean by this expression. I hope it can be understood more easily... My expectation from the program is to match the details in the column length expansions with the shoots given in the basic application plan in terms of application practice.
Re: ideCAD Static IDS v10.09 Released *New*(02.05.2019)*Y hello, in a simple project I made for experimental purposes (high ductility level was selected), the moment capacity of my top floor curtains is as shown in the appendix. Why are the values showing zero? Thanks in advance to those who will help.
Re: ideCAD Static IDS v10.09 Released *New*(02.05.2019)*Y Hello; Since the situation that I have quoted from the regulation below occurs in these curtains, the design value mentioned in Figure 7.12 is used instead of Ve given in equation 7.16, and this situation is clearly stated in the report. Quote; The value obtained by increasing the shear force calculated from the earthquake according to Chapter 4 with loads by a multiple of 1.2D (gapless shear walls) or 1.4D (link beam shears), Eq. If it is less than Ve calculated by (7.16), this shear force will be used instead of Ve. Equation (7.16) also has shear force values along the Hw/3 region as described in Section 7.6.6.3. For walls satisfying the Hw/lw>2 condition, the shear force value found from Equation 7.16 in Section 7.6.6.3 along the Hw/3 region is compared with the shear force values calculated from magnifying the vertical loads and earthquake effects by 1.2D (or 1.4D), and this is The smaller of the shear forces is used as Ve. In this equation, Mp shows the moment capacity of the curtain and Md shows the moment value from load combinations. The Ve' value you see in the report is the shear force found with Equation 7.16, the Ve(limit value) value is the shear force obtained by increasing the earthquake loads by 1.2D, and the Ve value is the shear force used in the design. Apart from the increase used in 7.6.6.3 for the shear force values in the region above the Hw/3 region, the shear force value in the graph given in Figure 7.12 is also included in the comparison. Apart from the shear forces found with the increased seismic forces, the graphic values in Figure 7.12(b) are also taken into account. In this case, if the value greater than the cutting force and increased cutting force values found in the graph is the design cutting force, you marked it in the report, and the design cutting force is written as the value found on the graph. Since values such as Md and Mp are not used in the calculation of the shear force found in the graph in Figure 7.12, information describing the method of calculation is shown in those columns in the report. Best regards...
Re: ideCAD Static IDS v10.09 Released *New*(02.05.2019)*Y Hello.. I posted this project on another page, but I'm posting it here because it's urgency.. We couldn't save the account somehow . Due to the decrease in ground values, we converted it to a rafter raft. In addition, we analyzed the system according to the fully rigid diaphragm, now when we convert it to semi-rigid; -We couldn't prevent the excess shear force on the curtains. -Some of the continuous bases also got errors. We would be very happy if you could help us. Good luck with. The latest version is in the link below.
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Re: ideCAD Static IDS v10.09 Released *New*(02.05.2019)*Y Hello, will the distribution reinforcement drawing be made on single foundations? It's not a problem to draw, but it takes time to add it to the footage. Although we do not use it very often, we may have to use single foundations in solid ground and large-span structures such as factories.
YasinTezel
Member
Re: ideCAD Static IDS v10.09 Released *New*(02.05.2019)*Y
Hello, Mr. Erhan, I take your request into our notes."MaFiAMaX":2djpjanw" said:
emreyaykin
New Member
Re: ideCAD Static IDS v10.09 Released *New*(02.05.2019)*Y Hello, While trying to analyze my model, the program closes without any errors. Interested?
mustafaureyen
New Member
DATA CONTROL, KIRIS CROSS-SECTION CONDITIONS 2007 EARTHQUAKE YÖ. WHEN THE DATA CONTROLS, BEARING SECTION CONDITIONS 2007 EARTHQUAKE REGULATION ARTICLE(3.4.1.1 WRITTEN. IT IS STATED AS 7.4.1.1 IN THE NEW REGULATION. GOOD WORKS
YasinTezel
Member
Re: BEAM CROSS-SECTION CONDITIONS WHEN DATA CHECKED 2007 EARTHQUAKE
Hello, Your statement has been taken into our notes. Thank you."mustafaureyen":2lr5ezlp" said:
Emrah YILDIZ
New Member
Re: ideCAD Static IDS v10.09 Released *New*(02.05.2019)*Y
The project is modeled in the scaffolding project file. For your analysis, open an empty project with a black template and create the floors from the floor general settings. Then copy each solid in this project to the template project you opened using the copy/paste from file commands."emreyaykin":zu23sw3v" said:
emreyaykin
New Member
Re: ideCAD Static IDS v10.09 Released *New*(02.05.2019)*Y Thank you very much. I noticed it after I sent it to you and I completed the analysis as you said without any problems. Good work.
Mesut Turan
New Member
İdeCAD Reinforced Concrete (GENERAL, HELP) Good Day Hello ; My first serious project with the ideCAD reinforced concrete module, there are a few issues I would like to ask; 1- ) I am checking the project analysis results, only the AS reinforcement problem remained in the analysis part, I can't get over it somehow. Although I come to the reinforcement parameters and choose the diameter and range I want to use for foundation and flooring, the last time I want to exit, the slab reinforcement diameter is not selected ... etc Later on, the diameters of the reinforcement I set change, I have to enter and correct each time 2- ) What is the small-angle object error in geometry control? 3- ) 4 Insufficient flooring in the basement or faulty floor axis warning. I said choose the object, I couldn't find it 4- ) The project consists of 4 basement + z + 13 normal floors. Its period is 1.7 seconds I think it is normal for the current regulation 5- ) I could not connect the columns in some axles of the project due to architectural reasons, the company does not want beams to be passed through the rooms. We couldn't evaluate other flooring systems because the building was in height limitation, I had to use 14 cm in the halls and 12 cm in the other rooms because we were stuck within the floor height limits of the zoning regulations. If there are deficiencies in the project, could you please edit the small things you see. Project Link:
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Thank you. Best regards.M. Berat Denli
New Member
Re: İdeCAD Reinforced Concrete (GENERAL, HELP) Hello;
If you increase the additional reinforcements, there is no problem in the slabs where you get the As reinforcement error in your model. In the program, you can lock the main rebars with rebar fixing, but you need to check the additional rebars after each analysis.
The "small angle object" message in the geometry control is a "warning" message. If the objects in your model have that angle in the project, you don't need to take the warning into account.
If you make a selection with the mouse from right to left in the area I marked with red on each floor in your model, you will see that there are independent elements such as:3 selected in the command line. . Make selections and delete these elements on each floor.
Mesut Turan
New Member
Re: ideCAD Static IDS v10.09 Released *New*(02.05.2019)*Y Berat Bey ; I edited the parts you said, now there is no problem. I also modeled the frame , foundations and floors with other programs and I will design the reinforcement accordingly . Good work. Best regards...
Re: ideCAD Static IDS v10.09 Released *New*(02.05.2019)*Y When I start Risky structure analysis in the demo version, the program closes. I can run it on 1 of the 3 computers I use. In the other 2, the program closes after the analysis window is opened and the process starts. Is there a known cause and solution? The operating system on the failing computers is Windows 7 Enterprise x64 and Windows 10 Pro x64.
YasinTezel
Member
Re: ideCAD Static IDS v10.09 Released *New*(02.05.2019)*Y
If you install Teamviewer and call us remotely we try to identify the problem by looking at your computer with access."S.Onur":a7g8i1xs" said:
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yusuf15hira17
New Member
Re: ideCAD Static IDS v10.09 Released *New*(02.05.2019)*Y Hello; Would it be right to do a push over analysis for a renovation project where we will make changes in floor heights and column size for a project with the old regulation? If so, how can we get the report of the push over analysis results? I wish you good work.