Opinions questions about the use of Reinforced Concrete Design

[HakanŞahin]

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

When I analyze, 2 different Centers of Mass and Rigidity Centers appear. What could be the reason

2 different centers of mass and stiffness centering means that there are 2 different rigid diaphragms on that floor.You can examine the rigid diaphragms from the analysis model.

 

[NYILMAZ]

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

....... The reason why we don't do ribbed flooring is mostly because of the contractor, not the architecture. We are trying to come up with something suitable for the contractor that's why such buildings appear ......

How so?

 

[batuhann28522]

Re: Opinions about using ideCAD Reinforced Concrete 8 questions

..... The reason why we don't do ribbed flooring is not architectural, but rather due to many contractors. We are trying to produce something suitable for the contractor, so buildings like this appear ......

How so?

only the ground floor ceiling and the basement ceiling are ribbed, that is, hollow blocks, because he said that my other floors should be slabs, something like this appeared

 

[siromar]

Re: Opinions about the use of ideCAD Reinforced Concrete 8 questions Hello As it is known, a single Bed coefficient can be defined for the system in IdeStatik. With the Pseudo Coupled method, 3 different bearing coefficients can be defined and thus the foundation displacement can be modeled as "dish" as in all world regulations (especially for C and D group foundations). It would be very helpful if it could be given separately. Thus, in the style of 1) Vallabhan - Daloğlu method, much more bed coefficients will be defined to the system and a more realistic foundation will be modeled. 2) Another important problem is that only a small part of the foundation can be filled, especially in very large foundations, and we may need to define piles for the parts of such foundations to be filled. Thus, the bearing coefficient of the foundation corresponding to the pile is taken as "0" and we can define the bearing coefficient in a normal way for the part sitting on the non-filled ground. And we can define piles only in certain parts of the foundation. Good work

 

[HakanŞahin]

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

However, in the new version of İdecad Static, it is very useful that the Bearing Coefficient can be given separately for each base layer created with the "Rat foundation edge" command. Good work

Hello, you can enter the bed coefficient multiplier in the raft settings in version 8. In the foundation system that you divide by the raft slab edge, you can enter a different bearing coefficient for each raft slab you define.

 

[siromar]

Re: Opinions and questions about the use of ideCAD Reinforced Concrete 8 Mr. Hakan Hello, Thank you. I will do Vallabhan-daloğlu modeling in an academic study and share the results. Good work

 

[Muhpen]

Re: Opinions and questions about using ideCAD Reinforced Concrete 8 Hello, polygon column expansions are empty in the program. what should i do to fix it?

 

[HakanŞahin]

Re: Opinions about using ideCAD Reinforced Concrete 8 questions

Hi, polygon column expansions are empty in the program. What should I do to fix it?

Vertical polygon columns in curvilinear form If your polygon columns are not in curvilinear form, if you add your project, we can look at the situation.

 

[metinkacar]

Re: Opinions about the use of ideCAD Reinforced Concrete 8 questions Can I use a truss drawing that comes as sa...dwg as a base and model it manually in the plan, rotate the truss 90 degrees and bring it to the xz plane?.... or the dwg drawing is on the xz plane? Can I use it as a base?

 

[mehmetba]

Re: Opinions about using ideCAD Reinforced Concrete 8 questions What is the reason why the continuous foundation section looks like this?

 

[HakanŞahin]

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

What is the reason why the continuous foundation section looks like this?

2 sections are not always on the main main axis, 1- Arrange to cut ST1 and ST3 like section 1.

 

[mehmetba]

Re: Opinions about using ideCAD Reinforced Concrete 8 questions

What is the reason why the continuous foundation section looks like this?

2 Arrange the section so that it intersects ST1 and ST3 like section 1-1, not continuously on the major major axis.

What exactly do you call the main axis? As far as I understand, you are not talking about the axle?

 

[HakanŞahin]

Re: Opinions about using ideCAD Reinforced Concrete 8 questions

What exactly do you mean main axis? Correction of the section has been included in our notes.

 

[mehmetba]

Re: Opinions about using ideCAD Reinforced Concrete 8 questions I didn't play with the section line, these are the default settings, can you tell me step by step how to fix the situation?

 

[proisa]

Re: Opinions about using ideCAD Reinforced Concrete 8 questions

I did not play with the section line, these are the default settings, can you tell me step by step how to fix the situation?

2- Move the section line number 2 to the location shown by Hakan with the command move the section line 2. Then select the section line and click 'create section' from the right-click menu on it.

 

[battal42]

Re: Opinions about using ideCAD Reinforced Concrete 8 questions Hello, There is a lack of stapling in columns on an existing raft foundation. When I apply a stapling table to the raft foundation-column joint, on the mat foundation, it saves total stapling, but table stapling does not. Table height 25 cm. and the sides of the column 20 cm. I'm expanding. (You can see it in the attachment.) 1- Is this application correct? 2- If it is correct, how can I design the reinforcement? 3- Should I consider the lack of tray punching? Thanks,

 

[temomap]

Re: Opinions and questions about the use of ideCAD Reinforced Concrete 8 I am an idecad reinforced concrete and steel 8 user. For example, after designing the 10-storey building, at the drawing stage, the formwork plan of each floor and the beam reinforcement table plans of each floor are taken and combined in a sheet. This causes a waste of time. How will we ensure that all floors are automatically included in a sheet at once and that all floor beam tables are also included in the same sheet at once?

 

[proisa]

Re: Opinions about using ideCAD Reinforced Concrete 8 questions Hello, is it possible to change the line thickness of objects in 2D drawing or design screens? If possible, how is it done?

 

[NYILMAZ]

Re: Opinions about using ideCAD Reinforced Concrete 8 questions

Hi, is it possible to change the line thickness of objects in 2D drawing or design screens? If possible, how is it done.

Yes it is possible , see the attached picture. You will see how it is done in the picture. And you will see lines of different thicknesses.(These are the screen image thickness, not the pen thickness.)

 

[proisa]

Re: Opinions and questions about the use of ideCAD Reinforced Concrete 8 Thank you Mr. Nedim. I was looking for it because it's in the layer settings. I wanted to thicken the column lines in the architectural project I imported to make it more specific. I exploded the whole drawing and selected a similar one and made the columns thicker. I think it would be more useful if this task was given to the layer settings.