Opinions questions about the use of Reinforced Concrete Design

[Levent Özpak]

Re: Opinions about using ideCAD Reinforced Concrete 8 questions

good day.I cannot adjust my contour lines in ide8. Change-object edit- there is no contour, only contour calculation exists and I cannot do it from where. Can you help me? I can't assign my axles.

Hello, you can access it from the section under the Reinforced Concrete/Axle command or from the menu that opens when you right-click on an empty area in the Plan Window.

 

[NYILMAZ]

Re: Opinions about using ideCAD Reinforced Concrete 8 questions

good day. I cannot adjust my contour lines in ide8. Change-object edit- there is no contour, only contour calculation exists and I cannot do it. can you help me?

Calculate contour is a command that calculates the borders of the drawing based on the objects existing in the drawing. If you want to create a contour shape other than the natural borders of the existing drawing or in an empty space, you can use the axis visible in the picture that Levent sent. You have to define a line using the CONTOUR LINES command under the command, so that your new contour is formed.I think you wanted to ask this.

 

[batuhann28522]

Re: opinions on using ideCAD Reinforced Concrete 8 questions

good day. I cannot adjust my contour lines in ide8. Modify-object edit- there is no contour, only contour calculation exists and I cannot do it. Can you help me where to do it? I can't assign my axes.

Calculate contour is a command that calculates the boundaries of the drawing based on the objects existing in the drawing. If you want to create a contour shape other than the natural borders of the existing drawing or in an empty area, you should define a line using the CONTOUR LINES command under the axis command that appears in the picture sent by Levent. This creates your new contour. I think you wanted to ask this.

Thank you, yes it was the contour lines I was looking for. I couldn't find it because I was looking for the replace option

 

[batuhann28522]

Re: opinions and questions about using ideCAD Reinforced Concrete 8 have a nice day. While naming a project with 2 blocks in the basement, namely the car park, I remember if I had a chance to separate the names as AB blocks while taking a drawing, I remember seeing it somewhere, but I could not find it, I would be glad if you could help me.

 

[YasinTezel]

Re: Opinions about the use of ideCAD Reinforced Concrete 8 questions

good day.When naming a project with 2 blocks in the basement, namely the car park, is there a chance to separate the names as AB blocks while taking drawings I remember seeing it, but I couldn't find it because I could not find it. Indices such as A2, B2 can be entered.There is a similar question on the following page:

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[batuhann28522]

Re: opinions and questions about using ideCAD Reinforced Concrete 8 have a nice day. As can be seen in the attachment, I have a sitting/joining problem on the beams. However, when I double click on the beam and exit, it merges and the other beams have the same problem. i don't understand why. Would it be a problem to place a 40/32 hollow beam on a 25/50 beam in the bidet?

 

[Levent Özpak]

Re: Opinions about using ideCAD Reinforced Concrete 8 questions

good day. As you can see in the attachment, I have a sitting/joining problem on the beams. However, when I double click on the beam and exit, it joins and the other beams have the same problem. I don't understand why. Would it be a problem to fit a 40/32 hollow beam like 40/32 to a 25/50 beam with a bidet, as the program shows the two beams not seated together, as in the figure.

Hello, -The situation you encountered is related to the beam trimming algorithm. connections are made automatically. You can check the connections from the analysis model or beam information and static results report. -25/50 can be connected to a beam, a 40/32 beam can be connected. It is normal for beams of different heights not to be trimmed. Good work

 

[MaFiAMaX]

Re: Opinions on the use of ideCAD Reinforced Concrete 8 questions Hello, It would be nice to write the number of brittle elements under the heading "Ductility control (brittle elements)" in the current building performance evaluation report.

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UPDATE: In Analysis settings -> Reinforcement page, "brittle elements are in the collapse region" If the "count" option is not selected, these elements are printed with their names in the report. Thus, the crispy elements are listed as I want. I've realized now.

 

[batuhann28522]

Re: Opinions and questions about using ideCAD Reinforced Concrete 8 I created my layout in idecad and exported it in centimeters. Of course, I have 1/25 scale beam expansions or something and my mold plans that are 1/50, but they all turned out to be 1/50, can you tell me something how we can solve this?

 

[Levent Özpak]

Re: Opinions about using ideCAD Reinforced Concrete 8 questions

I created my layout in idecad and exported it in centimeters.Of course, I have 1/25 scale beam expansions and something like 1/ I have mold plans that are 50, but they all come out like 1/50, can you tell us something how to solve it

When combining drawings to be output at different scales, you can enlarge/reduce them with the Reference scale command. Enlarge the required drawings by 2 times.

 

[batuhann28522]

Re: Opinions and questions about using ideCAD Reinforced Concrete 8 Good afternoon. When I got the colon app. details are 1/25- sheet is 1/50, so when I do that, the columns come out of the axles

 

[HakanŞahin]

Re: Opinions about using ideCAD Reinforced Concrete 8 questions

Good afternoon. When I buy the column application, the details are 1/25- 1/50 on the sheet, so when I do that, the columns come out of the axles. Am I wrong

Column growth limits may not be determined properly in column settings Check the growth limits according to the placement of the column and the column axis.

 

[batuhann28522]

Re: Opinions about using ideCAD Reinforced Concrete 8 questions

Column growth limits may not be determined properly in column settings. Check growth limits according to column placement and column axis. [/ quote] Thank you Mr. Hakan, but I couldn't fix it somehow, could it be something else? I have to open the details outside in all projects.

 

[HakanŞahin]

Re: Opinions about using ideCAD Reinforced Concrete 8 questions

Thanks, Hakan, but I couldn't fix it, could it be something else? I have to open the details outside in all projects

Add your project. Make a note on the column or columns that you think you have. In the note, "explaining as "this is what happens when it should be like this" allows us to fully understand your question. If the answer we gave is the answer to your problem, then the "column growth limits" were not given correctly. We look at what happened, we can write what should happen.

 

[batuhann28522]

Re: Opinions about using ideCAD Reinforced Concrete 8 questions

Add your project. Make a note on the column or columns that you think is the problem. It allows us to fully understand your question. If the answer we gave is the answer to your problem, the "column growth limits" were not given correctly. We look at what happens, we can write what should happen. .rar.html]http://www.dosya.tc/server12/fx0byq/YIL ... K.rar.html[/url] Most columns like S4 S1 scroll when I get a colon app

 

[HakanŞahin]

Re: Opinions about using ideCAD Reinforced Concrete 8 questions

S4 Most columns like S1 shift when I use the column application

When entering the column, the cursor end point of the column is always at the intersection of the axis. Enter the column. Even if the column is not at the axis intersection, the column will be enlarged according to the insertion point. You have misplaced the columns S1 and S4 and most of the columns. When entering column S1, click the column near the corner. Click the F-9 axis. By the way, you can get the symmetry of the column with the spacebar, move the mouse After editing the S1 column, the application plan of the column:

 

[batuhann28522]

Re: Opinions about using ideCAD Reinforced Concrete 8 questions Good day, I was going to calculate a normal project, but the system says it cannot be solved, I don't understand why

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[unver]

Re: Opinions about the use of ideCAD Reinforced Concrete 8 questions Hello batuhann28522 My Suggestions -- When the beam pieces remain in the project, K50 floors get better when they are wiped. -- Fixing the project does not give an error. BUT --Connect the S10 column with at least rib beams in both directions, --Solve it together with the ladder, --Remove the wall loads in the attic. On the EU axis, the frames on the upper floors are insufficient. I suggest you create a framework. Unver ÖZCAN

 

[NYILMAZ]

Re: Opinions about using ideCAD Reinforced Concrete 8 questions

Good afternoon, I was going to calculate a normal project, but the system says it cannot be solved, I don't understand why

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K49 on all floors starting from the 1st floor Delete the K50 beam at the intersection of the K46 beam and the K46 beam. When you do this, the calculation becomes possible. Besides; * The design of the k54 beam tangent to the S10 column is definitely wrong. You should not define a tangential beam in this way. * The K46 column is a cantilever from a column, do not do it. * S9 polygon column is a curtain + convert it into a column shape * I don't know if there is a need for 70 cm gap between the P1 curtain and the S12 column. In this case, you can extend the curtain to the end of the 1 axis. * Enter the ladder, it is not correct to make the project exactly as it came from the architect. Then you do something as engineering Just mime You enter the program brought by the bee and press the calculation button. This reveals the situation of deciding on the structural system of the building from the point of view of the architect, not the point of view of the engineer. See attached pictures. I wish you would have continued with the ribbed flooring like downstairs instead of designing like this. N. YILMAZ . Note: The last picture is my suggestion design. .

 

[batuhann28522]

Re: Opinions about using ideCAD Reinforced Concrete 8 questions

Delete the K50 beam at the intersection of K49 and K46 beams on all floors, starting from the 1st floor. When you do this, the calculation becomes possible. other; * The design of k54 beams tangent to S10 column is definitely wrong. You should not define tangential beams in this way. * K46 column is cantilevered from column, do not do it. * Convert S9 polygon column to wall + column. * 70 cm gap between P1 curtain and S12 column is needed I don't know. In this case, you can extend the curtain to the end of the axis 1. * Enter the ladder, it is not correct to think of doing the project exactly as it came from the architect. Then you do not add anything in engineering. You just enter the program brought by the architect and press the calculation button. It reveals the situation of deciding on the carrier system from the point of view of the architect, not the point of view of the engineer. See the attached pictures. If you had continued with the ribbed flooring as on the lower floor instead of the bee. N. YILMAZ . Note: The last picture is my suggestion design. .

Thank you for your attention. The reason why we don't do ribbed flooring is not due to architecture but rather to the contractor. We are trying to find something suitable for the contractor, so such buildings appear, thank you for your suggestion. I have one more question. When I analyze, 2 different centers of mass and center of stiffness appear. What could be the reason?