Opinions questions about using ideCAD Static 7

[Levent Özpak]

Hello, In the program, continuous foundations are solved according to the theory of beams resting on elastic ground. In this solution, the foundation stresses are found according to soil bearing coefficient*displacement. Therefore, an increase in the foundation stresses can be observed when the bearing coefficient increases. It is at the discretion of the engineer to select which of the options in the stress control in the Foundation Settings. Recommendations for data entry; *Linear slab load is defined on cassette slab. Linear and point slab loads are for slab floors. In cassette and ribbed floors, such loads can be added to G or Q. **one. I think it would be more appropriate to give the same name to the split panel parts between the columns S11-S06, S06-S01 and S04S05 in the basement. Good work

 

[erbil]

Hello... I am a new user of ideStatik. So I hope I'm not cluttering the forum. I searched the forum but couldn't find an answer. As can be seen from the attached screenshots, I could not make the interior dimensioning in the formwork plan of a tunnel formwork housing structure consisting of B+Z+10NK that I modeled. Shouldn't this process be performed automatically by the software? I would like to thank our friends who will help with the issue. Good work. Note: Windows 7 64bit, Updated. ideStatik v7.017

 

[HakanŞahin]

I'm a new user of

ideStatik. So I hope I'm not keeping the forum busy. I searched the forum but couldn't find an answer. As can be seen from the attached screenshots, I have modeled a tunnel mold housing structure consisting of B+Z+10NK. I couldn't make the internal dimensioning in the formwork plan. Shouldn't this process be performed automatically by the software?

Hello, In the formwork plan, the inner dimensions are created on the line where the account axis passes. If the account axis is not defined in the slabs, define it. Before creating the formwork plan, make a slab analysis. Formwork plan If you don't want the reinforcement in the formwork plan, you can turn off the reinforcement layer from the layer settings, only the internal dimensions will appear. Good work

 

[erbil]

I am a new user of

ideStatik. So I hope I'm not cluttering the forum. I searched the forum but couldn't find an answer. As can be seen from the attached screenshots, I could not make the interior dimensioning in the formwork plan of a tunnel formwork housing structure consisting of B+Z+10NK that I modeled. Doesn't this process need to be performed automatically by the software?

Hello, In the mold plan, the internal dimensions are created on the line where the calculation axes pass. If the account axis is not defined in the slabs, define it. Perform slab analysis before creating a formwork plan. When you receive the formwork plan, the internal dimensioning will appear with the reinforcements. If you do not want reinforcement in the mold plan, you can turn off the reinforcement layer in the layer settings, only the inner dimensions are visible. Good work

Mr. Hakan Good Evening, Account axles are defined on the floors, but do they have to be aligned? Since my project is tunnel formwork, I receive three different drawings. One of them is only the formwork plan (which I want to have internal dimensions on) and the other is about the upper and lower mesh reinforcement drawings.

 

[HakanŞahin]

Calculation axes are defined on the slabs, but do they have to be aligned? Since the project I made is a tunnel formwork, I receive three different drawings. One of them is only the formwork plan (which I want to have internal dimensions on) and the other is the upper one. and bottom mesh reinforcement drawings.

Hello again, if the floor is mesh reinforcement, the internal dimensioning is not given automatically. We take this situation into our notes. After you get the mold plan, you can create the interior dimensioning yourself with the intersection dimensioning or free dimensioning commands. The second method is to use the wire mesh in the slabs. Doing a slab analysis without choosing the reinforcement, taking the formwork plan and blocking the inner dimensions.Then sticking the inner dimensions to the wicker-reinforced formwork plan.Reinforced concrete calculation axes do not have to be aligned, however, there is continuity in the inner dimensioning when entered in the same level. Good work

 

[erbil]

Thank you for your answer. I will analyze the floor reinforcements without choosing the mesh reinforcement and add the interior dimensioning of the mold plan I got from here to the drawings I took from the mesh reinforcement as you said. Good work.

Calculation axes are defined on the tiles, but do they have to be aligned? Since my project is tunnel formwork, I receive three different drawings. One of them is only the formwork plan (which I want to have internal dimensions on) and the other is the upper and lower mesh reinforcement drawings.

Hello again, If the floor is mesh reinforcement, the internal dimensioning is not given automatically. We take this situation into our notes. After you get the mold plan, you can create the inner dimension yourself with the intersection dimensioning or free dimensioning commands. The second method is to make a slab analysis, take the formwork plan and block the interior dimensions without choosing the mesh reinforcement on the slabs. Then sticking the inside dimensions to the mesh-reinforced formwork plan. Reinforced concrete calculation axes do not have to be aligned, however, when they are aligned, continuity occurs in the internal dimensioning. Good work

 

[erbil]

Hello, When I want to visually inspect the curtain reinforcement (mesh reinforcement) for tunnel formwork residential buildings, the software does not show the reinforcements. I wonder if there is a point that I'm missing/wrongly designed?

 

[erbil]

Hello, After creating the concrete/reinforcement quantity for the building, when I viewed the report, the concrete class used in the project was stated as BS30, while it should have been shown with C30, as seen in the screenshot. Will there be an update regarding the nomenclature?

 

[admin]

Mesh reinforcements are not included in the 3D reinforcement inspection module because they are both very dense and often laid regularly. We are not considering an update for version 7 for now.

 

[mhanifiata]

How to calculate the length of stirrup hook. There are different stirrup hook sizes in all three softwares... I made a comparison in the attached file....Is the difference related to the display?

 

[Levent Özpak]

how to calculate the stirrup hook length. There are different stirrup hook lengths in all three softwares... I made a comparison in the attached file. Is there a difference in the display?

Hello, Stirrup hook length in the program Hook length calculation is made according to the conditions specified in TDY 3.2.8.

 

[admin]

In ideCAD, apart from the straight length of the hook (80mm), an additional allowance is left for the 135 degree bends in the drawing for smooth bending of the stirrups, this is the difference.

 

[HakanŞahin]

For S420 reinforcement: Total hook length = (5*fietr diameter, 135 degree arc length) + min (6*fietr or 8 cm) 135 degree arc length = (135/360)*pi*R = 0.375 * 3.14 * (5 *0.8) = 4.71 cm Total hook length = 8 + 4.71 = 12.71 = 13 cm.

 

[mhanifiata]

idecad is correct when the arc length is added, the other does not add the arc length. The line is already broken. There may be incomplete cuts in terms of application. thank you.

 

[alist]

Hello. civil engineering I am a student. I'm trying to learn idecad on my own, I drew stairs and analyzed it in the demo version of idecad static 7, but in perspective, every part of the ladder turns red and I get an error saying that the dynamical mode is insufficient. what can I do?

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[zeki78]

To do ladder analysis, you will not do normal analysis, click the ladder analysis icon

 

[alist]

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yanlışım var mı?

 

[alist]

The same thing happens when you do the same operations while drawing the dome and vault, but when you draw a pool and analyze the pool, everything is normal.

 

[admin]

You may not have adjusted the bracing conditions of the ladder.

 

[HakanŞahin]

hello. I'm a civil engineering student. I'm trying to learn the idea by myself, I drew the stairs in the demo version of idecad static 7 and analyzed it, but in perspective, the stairs are red all over and I get an error saying that the dynamical mode is insufficient. what can i do?

the same thing happens when drawing dome and vault, but when drawing pool and analyzing pool, everything is normal.

[quote ="alist":n59a33ml"]am I wrong?

[/quote] Hello, Because you are working in an empty project, your project does not have "vertical load status" and "combinations". Therefore, the ladder results cannot be displayed in a 3D frame... Place a column anywhere, have "analysis+reinforced concrete" done. The program will identify all combinations for you. Then delete the column and place the ladder and do the ladder analysis. The same is true for the dome and vault.