Opinions questions about using ideCAD Static 7

[hsyngn]

good day, "D14" is getting error saying "CAN'T CREATE A NETWORK FOR "GROUND FLOOR", why?

 

[NYILMAZ]

Delete the K28 beam and re-enter the beam and slab and the problem will be fixed.

 

[hsyngn]

Thanks for your reply, I wrote it before but I guess I couldn't send it

 

[batuhann28522]

Hello. When I get the staircase drawing from idecad, the side beams do not appear, so they are not visible, how can I connect them or show them. I threw the project and an example of what I wanted to say, I would appreciate it if you could help.

 

[YasinTezel]

hello. When I get the staircase drawing from idecad, the beams on the side do not appear, so they do not appear, how can I connect them or how can I show them. I gave an example of the project and what I want to say. I would appreciate it if you could help

Hello, A detail like you sent is automatic The required part of the formwork plan can be transferred to the staircase drawings by copy-paste method.2D Drawing can be prepared with editing commands.

 

[batuhann28522]

Hello, A detail as you sent is not drawn automatically. The required part of the formwork plan can be transferred to the staircase drawings by copy-paste method. It can be prepared with the 2D Drawing editing commands.

thanks for your reply. How do I do it with 2D drawing, where is the edit 2d drawing command?

 

[YasinTezel]

After the formwork plan is created, select the part you want to copy on the stair detail sheet and copy it with CTRL + C. Switch to the staircase detail sheet and paste with CTRL + V. By 2D drawing editing tools, we mean commands such as line, offset, trim and move.

 

[batuhann28522]

After the pattern plan is created, select the part you want to copy on the stair detail sheet and copy it with CTRL + C. Switch to the stair detail sheet and paste it with CTRL + V. 2D drawing editing tools mean line, offset, trim and move commands like.

 

[YasinTezel]

The program does not provide these details automatically. Stair shoots etc. You have to make the drawings yourself.

 

[batuhann28522]

The program does not provide these details automatically. You have to make the drawings of stair shoots etc.

Thank you very much for your answers. I will only ask one more thing. What are the quantities that we can get from idecad without the progress payment program and how? I can look at the iron used, from the drawing, but can I access the concrete and formwork quantities. Because I do not have a licensed progress payment program. Can I at least access the concrete and formwork quantities or is there a quantity program that you know of that I can use without a license?

 

[YasinTezel]

With the Quantity feature in the report menu, Concrete, Formwork and reinforcement quantities can be obtained automatically and saved as PDF. Report detail options can be selected in the Quantity dialog.

 

[ümit]

Is it possible to add a different distributed load to a part of the slab in Idecad Static 7 Program? Since the balcony part is not separated by a beam in my project, I want to add different live loads to the balcony part drawn as a single floor.

 

[furkizbey]

Hello, When I analyze the program, I get the error "The number of mods included in the dynamic account is insufficient". Although the number of mods is exaggerated, I even made 100, it gave the same error. How can I fix. Good work

 

[unver]

Hi furkizbey My suggestion: --With version 8.504 (without changing anything) --When you choose Ritz in the case of model analysis, you can get results if you solve it either rigidly or semi-rigidly. Take it easy Ünver ÖZCAN

 

[Levent Özpak]

Hi, When I analyze the program, I get the error "The number of mods included in the dynamic calculation is insufficient". Even though the number of mods is exaggerated, I even made 100, it gave the same error. How can I fix it. Good work

Hello, in your project Arrange the stair abutments according to the solution conditions independent of the structure, and select the Full rigid diaphragm and Earthquake Load Method "Apply the horizontal forces calculated by mode combination to the rigid diaphragm" option. The problem of insufficient number of modes will be corrected. Additional information for data entry in the program; - Solution of the stair abutments together with the structure In case it is arranged according to the conditions of the semi-rigid diaphragm, it is appropriate to analyze according to the assumption of semi-rigid diaphragm. - The idle edges of the ladder should not be marked as fixed supports, but should be left empty. -In the staircase with a landing, the lower edge of the upper arm of the ladder is not connected to the stair landing. -Linear floor loads in the solution according to the assumption of full rigid diaphragm hollow block and cassette on the floor is not taken into account. -The transverse teeth defined in ribbed floors transfer loads to the beams to which they are attached. If it is desired to be constructive (not load bearing), ribs should be defined without creating transverse teeth. Transverse teeth should then be added to the drawings using 2D possibilities. - A single console floor without continuity cannot be solved. (Example 1st floor D16) -40 cm. shorter ribs are not resolved. (Example 1st floor D02 In this case, you can model the floor as a slab floor.) Good work

 

[tayfuner]

How to fix the error that there is no beam under normal force in the project. where could i go wrong

 

[HakanŞahin]

How to fix the error There is no beam under normal force in the project. Where could I have made a mistake

The message "No beam under normal force" is not an error to be fixed, it is a condition. Program TDY 3.4.1.2 It controls this situation with reference to it.See TDY 3.4.1.2.

 

[hydrkrmn]

At idecad, do we have the opportunity to make open ribbed flooring and open kiosks, if so, where can I do it? Thanks in advance

 

[celikus]

Is it correct for me to model the elevator surroundings this way? Or should I model it all as a panel?

 

[NYILMAZ]

As you can model all of them with the panel, there is no harm in modeling this way. This study is correct.